ST0301A-SP100527l e — 4
North Texas Contracting, I11c.
Bethel Road — Phase II
City of Coppell, TX
Submittal Data
Pipe & Fittings
NORTH TEXAS CONTRACTING INC.
SUBMITTAL DATE: 5 -27 -10
ITEM: Pipe
Reviewed to Ensure Compliance:_
Reviewed & Rejected:
Reviewed & Submitted: 5 -27 -10
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SUBMITTAL PACKAGE
Job: Bethel Road 11
Location: Coppell, TX
Contractor: North Texas Contracting, Inc.
Please find HD Supply Waterworks submittal package for the above referenced project.
This package contains information on the following material;
*JM Eagle AWWA C900 DR -18 PVC Water Pipe (16 ")
*JM Eagle AWWA C900 DR -14 PVC Water Pipe (6 " -8 ")
*Star Pipe Company Ductile Iron Fittings C153 Import
'Star Pipe Company 664S Valve Box
*Mueller Company RW Gate Valves
*Mueller Company NST Fire Hydrant
*EBAA Iron Company Series 20DOPV Megalugs
*Smith Blair 665 Stainless Steel Tapping Sleeve
*Cerro Inc Type K soft copper (2 ")
*APCO 2" 145C_2 Combination Air Release Valve
*JM Eagle AWWA SDR35 PVC Pipe (12 ")
*Plastic Trends SDR35 PVC Gasketed Sewer Fittings
*Bass & Hays Foundry 400# Manhole Ring & Cover
*The Turner Company 60" Diameter Pre -Cast Manholes
Thank you,
Jason A. Weiser
Sales Representative
HD Supply Waterworks
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:'FLOW /'FRICTION LOSS, BIG BLUE PVC PIPE
1 4 " C.LO.CY. (AW WA 09051 ACTUAL O.D. 15 300 114CH :
Based on calculation methods and design tables sel forth by the Uni-Bell PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction." 41h edition, 2001.
16" C.i -O.D. (AWWA C905) ACTUAL Q.D. 17.400 INCH :
DR 41 (100 pal)
OR 32.5 (125 ps))
DR 25 (165 pal)
DR 21 (200 psi)
,DR 18 (235 psi)
Flow
(gal /min)
Velocity
it /s
Pressure
Drop
psi 1100 H
Velocity
7}10
Pressure
Drop
psi/100 fi
Veloclty
f11s
Pressure
Drop
psi /100 N
Veloclty
Iila
Pressure
Drop
1 Pit/100 if
Velocity
HIS
j Pressure
I Drop
Psi /100 if
700
1.360
1 0.018
1,399
0.
1.460
0.021
1.513
0.023
1.571
0.025
900
1 .748
1 0.028
1,799
0.030
1 .877
0.033
1.94
0.036
2.020
0.040
1100
2136
1 0.041
2.199
0.044
2.294
0.048
2.377
0.053
2.468
0.056
1300
-
2525
-/
0.056
W --
2599
- 2.999
0.0
2711 I
0.066
2.8 10
0.072
2,917
0.079
1500
2.913
0.072
` 0.078
3.128
0 ,086
3.242
I - 0.094 -
0.094
- 3.366
366
^ 0.103
1700
3.302
0.091
3.398
-
0.098
-
3.545 i
0.108
3.67
j 0. W
3,815
0.130
270
3.690
y
0
- 0.135
3.
0.120
3.962
0.133
4.106
I 0.145
4.264
0.15
- 1900
- 2100 _
4.079
I 0.140
4.198
0.145
4.379 i
0.160
4.538
0.175
4.713
_
0.192
2300
4.467
0.160
4.5 98 -
0.171
- 4.796
0,190
4.971
0.207
5.161
0227
2500
4.855
0.18
4.998
0.200
5213
0.222
5,403
0.242
5.610
0.2
- 2700 -
-
5.244
-
T 0.215
5.397 - I
0231
5.630
0256
5,835
0.279
6.059
03 06
2900
5
0.245
5,797
0.263
I I
6.04 1
0,292
6.267
0.318
6.508
0.349
3000
5.827
0.261
5.997 i
0280 -
6.256 1
0.3 11
6.403
0.339
6.732_
0.371
3500
6.798
0.348
6. 997
0.37
7.298
0. -
7.564
0.451 - 7.854
10.412
O.a94
4000
7,769
0.4
7.996
0.478
8 341 1
0.529
8.645
0.577
8.976
0.633
4500
8.740
0.554
8.996
0.594
9384
0.65
9.7 25
0.71 B
12.147
0.787
0.787
5000
9.711
_ 0.673
9.995
0,722
10.426 i
0.800
10.806
0.873
1 1.221
~ 0.956 -
5500
10.682
O.B03
10.995 _
0.861
11.469 I
0.954
11.886
I .D41
12.342 I
1. t41
Based on calculation methods and design tables sel forth by the Uni-Bell PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction." 41h edition, 2001.
16" C.i -O.D. (AWWA C905) ACTUAL Q.D. 17.400 INCH :
Based on calculation methods and design tabies sal forth by the Uni•Bell Pv[ pipe Association. "Handbook o! PVC Pipe Design
and Construchon" 4th edition. 2001.
O
.
O
n
J
Q
Vii
DR 41 (100 psi)
DR 325 (125 psI)
DR 25 (165 pal)
DR 21 (200 psi)
DP, 10 (235 psi)
Flow
(gal /min)
.Veloclty
Rls
Pressure
Drop
P31/1 Go if
Velocity
If /s
Pressure
Drop
psi /IOU ff
Veloclty
ifls
Pressure
Drop
psi /700 11
Valoctty
ills
Pressure
Drop
psi 1100 it
Velocity
f!!s
Pressure
Drop
psI 1100 ft
900
1351
I 0.015
1.391
D.016
1.451
0. 018
1501
0.019
1.562
0.02
1200
1.802
0.026
1.854 - i
0,027
- 1.435
1 0.0 -
- 2 .005
0.033
2.082
0,036
1500
2.252
0.039
_ 2.316
0A42
2.418
I 0.046
2.506
6.
2. 603
0,
186D
2,703
D.D54
2.782
0.058
2.9D2
0.065
3.DDB
j 0.070
3.123
� 0.077
2100
3.153
0.072
3.245
OA77
3.386
0.086
3.509
) OA94
3.644
0.103
2400
3.604
OD92
3. 7 0 9
0.099
3. 870 j
0.1 10
4,
0.12D
4.165
0.13
270
- 4.05 4
0.115
4.172
0 .12 3
4.
0:137
4.512
0. 149
4.685
- - 0. 163
3000
-
4.505
I 0.140
4.636
0.150
4.837
! 0.1
5.013
0.181
5.206
{ 0.199
3300
4.955
I 0.167
5.10
0.179
5.321
0.198
5.514
0.216
5.726
0.237
3500
4000
-• 4500
5.2 56
6.006
D.186
0.238
51409
6.1BI -
0.199
- 0.255
-�
-- 6.449 -'
0.221 _
- CUM
5.848
6.684
- 0.241
0.309
- 6.073
6.941
0.264
0.338
6.757
0.296
6.95.1
0.318
7.255
0.352
7.519
0.384
7,13D9
0.421
5000
7.508
0.360
7.727
0.386
8.062
I 0.428
8.355
13.467
8.676
0.512
5500
83.54
I 0.429 M
8.499
I 0,460
8.868
OSID
9.1
0.557
9544
0.610
-6000
9.010
I 0.504
9.272 - - � -
0.541_
-• 9.674
-.
0.
10.026
0.654
10.412
0.717
6500
9,7617
0.585
- 10.045 - i
- 0,627
- - 16.480
_O
10.861
0.759
11.279
0.632
7000
- 7500
1051 S
0.671
10.817
0.720
1 1286
0.798
11,697
0.870
12.147
0.954
11.262
0.763
11,590
0.818
12.092
0.967 -
12.53 --
v 0.989
13.014 ' 41.0
Based on calculation methods and design tabies sal forth by the Uni•Bell Pv[ pipe Association. "Handbook o! PVC Pipe Design
and Construchon" 4th edition. 2001.
O
.
O
n
J
Q
Vii
III" C.601). (AWWA 0905) ACTUAL O.D. 19.500 INCH
DR 51100 pill DP 41 (IDD pit) DR 32.51125 Pit) DR Is( W Pii) OR 21 f200 Pill DP, 15 I= pit)
Flow
(gal /min) I Prafurr Pimsum Psmmre Pressurr Prauutr Pteault
Velocity D rop Velocity Drop Val -th, DIDP Velocity Drop Velocity Dtop Veloelly piaP
11 /s psi /1110 It (0 P51 /100 it ft / i P111100 B if/% Psf/IDD 11 ft/ P31 110011 .li PII/IDO It
1100 1287
` 0.012 1.315
I D.013 1.35
0.013 1.412
0.015 1.463
1:520
i
0.018
Velocity
Ith
Prossusr
Drap
P31111 Do N
i
Pressure
p rop
p511100 II
-
- 0 - .016
150D
1400
1.639
O.M 1,67.1 0.020 1.723
0.021 1.797
0.023 1.8633
i 0.025 1 :934
0.028
1700
1.990 - � -
0.027 -- 2.033 0.028 2.092
0.030 2.182
_ 0.033 - 2.262
1 0.036 - 2.348 -'
0.040 -
2DDD
2 .341
0.036 2.392 0.038 2 .461
0.041 2.567
D.D45 2.661
! 0 .049 .2.763. `
0.054_
2300 ' - F 2.692
2.385
0.047 2.750 0.049 2830
0.053 2.953
0.058 3.060
1 0.064 3.177.:'0.070
0 .037
2600
3.043
0.058 3.109: 0.062 3,199
O.D66 3.338
O.D73 3.454
0.080 3.592
0.088
2900
3.394
0.072 3.468 0.075 3.569
0.081 3.723
- .. 3.72
0.090 3.858
I 0098 4.006
_.._...___.
0.107
3
3.7
0 .086 3.827 ! 0.090 3.938
0.097 4.108
0.108 4.257
1 0.117 4. 420
0.120
3500
4.097
0.101 4.185 ! 0.107 4.307
0.115 4.493
0.127 4.656
0.138 14.835
0.152
4000
1 4.682
0.130 4.783 i
0.137 4.922
0,147 5.135
0.163 5.322
0.177 5.526
0. 19-1
4500
5.267
0.162 5
L0.170 5.537
0.182 5.777
0.202 5.981
0,221 _6.216
0242
5000
5.852
0.196 5.979
0.207 6.153
0.222 6.419
0.246 6.625 i
0.26B 6.907
0.294 :.
5500
6.437
0.234 6.577
0.247 6.768
0.265 7.061
0.293 7.317
0.3 7.598 i
0350
6000 '
7.023
0.275 7.175
0290 7.383
0.311 7.702
0.345 7.983
0.376 8.288 1
0.412
65DD ',
7.608
0319 7.773
0.336 7.999
0.360 8.344
0.400 8.648
0.436 8.979 !
0.478
70DO
8.193
0.366 8371
0.366 8.614
0.414 8.986 ,
0.458 9.313
0.500 9.670 0.548
7500
8.776 0.41E -- 6.967
-1
0.438 9.229 {;
0.470 9.628 0.521 9.978
0.568 10.360 0.622
0000 i
93& 0.469 9.So6
0,494 9.844 ;
OSM 10.270 0.587 10.643
0.640 11.051 0.702
Based on calculation methods and design tables set larth by the Uni•bell PVC Pipe Association. "Handbook of PVC Pipe Design
and Construction." 41h edition, 2001.
2 0" C.I.O.D. (AW WA C905) ACTUAL O.C. 21.600 INCH : :
r T
° 0
t
n
0
Q
N
Based an calculation methods and design sable: set forth by the Uni -Bell PVC Pipe Associalion. "Handbool: of PVC Pipe Design
and Construction," 41h edition, 2001.
DR 51 (AD psi)
DR 41 (100 psl)
DP, 32.5 (125 psi)
OR 25 (165 psi)
DR 10 (235 psi)
Flow
(gal /min
Yeloclt I
y
Ills
Pressure
Drop
0 /100 11
Velocit
ty
11 /s
Pressure
Drop
ps11100 11
Velocity
Ith
Prossusr
Drap
P31111 Do N
Valoeily
It/1
Pressure
p rop
p511100 II
Velocity
It /s
Prossure
Drop
1: 111 / 100 It
150D
1,431 !
0.013
1.4
0.014
1.504
0 .015
1.465
D .014
1.576
0.017
2000
1.908
0.022
1.949
- 0.023 --
2.006
0.025
1.988
OD25
2.139
0.030
2500
2.385
0.033
2.436
0.035
2.507
0 .037
2.511
0.638
2.702 _
0.0 46
-
_ 3DOD
2.862
0.046
2.924
0.049
3.009
0.052
3.034
0.054
3.265
0.065
- - -- -
3500
3.339 I
0.062
3.4 11
0.065
3.510
--_
0.070
-
3.557
_ ... _ .........
0.
............. -
3.82.8
- -- - --
0.087
4000
3.816
. 0.079
3.898 -
- OD83 --
4.012
.0.089
4.080
OA94
'4391
0. 113
4500
4.293
0.098
4385
0.103
4.513
0.111
4.604
0.118
-1-954
0.141
5000
4.770
-0.119 -_
4.873
0.126
5.015
0.135
5.127
0.144
5.51
I 0.
5500
6000
1248
5.725
0.1.12
0.167
5.360
5.047
0.150
0.116
5.516
6.018
0.161
6. 189
5.650
6278
0.172
C.209
6.080 1 . 0.206
6.756 1 0.250
700D
_ 6.679
0 .223
6.8
0234
7.021
0.251
7324
62
7.882
0.333
8000
7.633
_
7.7
0.300
- 8.0
0.322
8.370
0.
9.OD7
0.427
9000
8.587
0.355
8.771
0.373
9.027
0.400
9.416
0.444
10.133
0531
IDODD '
9.541
0.431
9.745
D.454
I OD30
0.487
10.463
0.539
11.259
0.645
11000
10.495
0. 514
1
I 0.541
1 ID33
0.581
11,509
0.64.1
12
0.769
12000
13000
11.449
12.403
0.604
- 0.701
11.695
- - 12.669
0.636
- 0.738
12.036
1
`i 0.682
12.555
0.756
13.511
0.904
I 0.791 13.601 - 0.877 1.1.631
i 1.048
14000
0.804
13.644
0.846
14 .042
0.908
14.648
1.006
15.763
1203
r T
° 0
t
n
0
Q
N
Based an calculation methods and design sable: set forth by the Uni -Bell PVC Pipe Associalion. "Handbool: of PVC Pipe Design
and Construction," 41h edition, 2001.
u
G
24" C.I.O.L. (AWWA C9D_`ii ACIUAL O.D. 25.800 INCH
Flow
DR 51 (80 psi) DR 41 (100 psi) DR 32.5 (125 psi) DR 25 (165 psi) - DR.18 1235 psi)
[gal /min)
Velo Pressure
clfy Drop Vol ocity Drop Velocity
fl /s psf /100 it ff/S psi /too it ff/S
I Pressure ! Pressure
I Drop Velocity Drop Velocity ; Pressure D
psi /100 k ff /s psI /100 }I ft psi /100 11
2000
1.337 0.009 1.366 ODIC 1.406
--
0,010 1.467 0.012 1.578 0.014
2500
1.304
0.014 1.708 0.015 1.757
OA16 1.033 0.017
1 0D2
-
300
3500
_1.672
2.006
2340
- 0.033
_ -
0. 020 2.D49 0.021 2.1 D9
0.026 2391 0.027 2.460
0.022 2.200
0.029 2,567
-' - __ -1.97
0.024 2.367
0.033 2.762
0.029
0.039
4000
2.67
2 .732
0.035 21112
0. 0 3 8 2.933
0.042 3.157
0.050
4500
3.009
0.041 3.074
OD44 3.163
0.047 3.300
0.052 3.551
0.062
-
5000
- -
3.343
-�
- --
OD 50 3.415
01053 3.515
0.057 3.667
0.063 3.946
0.075
5500
3.678
.O.D60 3.757
0.063 3.866
0,068 4.033
0.075 4.
0.090
6000
4.012
' 0.070 4D98
0.074 4.218
0.080 4.400 0.088 4,73
0.105
`^ 6500
4.346
OD82 4.440
0.086 4.569 1
- 0.092 4.767 _ 0.102 5.129
0.122
7500
5.015
0.107 5.123 j 0.112 - 5.272
0.120 5500
1 - 0.133 5.919
0.159 -
_ B500 -
- 9500
10500
- 11500
5.684_
6.353
7.021
7.690 -
0.134 5906 0.141 5.975
0.165 6.489 { 0.174 6.678 I
0.199 7.172 ':, 0.209 7.381 I
- 0,235 ^ 71955 0.248 8.084
- 0289 --
0.152 6233
0.186 6.967
0.224 7.700
0.266 &433
O.IdB 6.709
0.2117 - 7,497 1
0249 8.286
0.294 9.075
0.2
0247
0297 --
0352
1 2500
8.359
0.274 8.538 8.787
0,310 9.167
0344 9.864 I
0.411_
13500
9.027
0.31E 9221 - 1 0.333 9.490
-
0.357 9.900
0.396 10.653
0.474
14500
9.696
0.361 9.904 0.380 10.193 I
0.408 10.633
0.452 11.44
0541�
( Based on colcutafion methods and design tables set forth by the Uni -Bell PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction." 41h edillon, 2001.
30" C,I.O,D. (AWWA C905) ACIUAI.O.D.32.000IWCH:'
L
Flow
(got /min)
DR 51 (BO PSI)
DR 41 (100 psi)
OR 32.5 (125 psi)
DR 25 (165 psf)
Velocity
}i {s
Pressure i Pressure
Drop Velocity + Drop Velocity
I psf /100 it B {s psI /100 8 ills
Pressure Pressure
,Drop Velocity Drop
psI /IDQ it psf /1001t
3000
--
1.304
( D,007
1332
0.007
1.371
0.008
1.430
( 0.009
3500
-- -
_ 1.521 ^�
---
0.009
_..._.._._.-
1554
..____.i._......._.
0.01
1.59
0.010
1.668
0.011
4000
1.739
! 0.012
1.776
0.012
1.828
OD13
1.907
0,015
4500
1.956 I
0.015
- - - _
1. 9 9 6
0.0
2.05
0.016
2.145
0. 01 8
5000
_ - 5500 -
2.173
0.018
2.720
_
OD11
(
2 85
i OD
2.384
2
0.02
^ 391
I 0.02
2.442
- - 0422 _
2.513
0. 0 2 4
2.622
_
0.026
6000
2.608
0
2.664
0.026
2.742
0.028
2.860
! 0.031
650
^ M
i 0,029
--
2.886
._.....- _._..-.J....._.__
0 .030
2.97
._._._..
0.032
3.099
0.036
7000
3.
I 0.033
3.108
0.035
31199
0.0373.337
0.041 _
BODO
3,477
0.042
3.552
O.D44
3.656
0.048
3.814
0.053
.10000
2,346
- ✓ 5.216
0.064
_ 4.440
0.067
4.570
1 0 .072
4.767
0.080
12000
_ O.OB9..
5.328 -
0.09
5.484
! 0.10 i
5. 7 2 0
0.1
14000
16000
- 18000 -
20000
6.085
6.954
- 7923
8.693
0.119 _
0.152
- 0.189
O 23 D
-6.216
7.992
8980
_ 0.12
-0.160 -
~W 0.199
I 0.242
6.396
7.312
8226
139
0134
1 1 0.172_
0.214
I D260
6 . 6 7.1
7.627
OSDI
9.534
I 0. 149
0.190
0.237
0.288
22000
-
9.562
0 274
9.768
.�..._.___...
0.289
10.053
0.310
IOA87
0.3
24000
101•13
0.32_
10.656
_
I 0.339
10.967
0364
11.441
CAM
Based on calculation methods and design tables sal iorth by the Uni -Bell PVC Pipe Association. "Handbook
of PVC Pipe Design and Construction." 411h edition. 2001.
T
_ C
17
Q
Q
R
i;
2
n
I
36" C.LO.D- (AWWA 09051 ACIOAL 0.1). 38.300I1
't Based an calculation methods and design tables set forth by the Uni•Bell PVC Pipe Association. "Handbool:
or PVC Pipe Design and Construction." 4th edition. 2001.
42" C.I.O.D. (AWWA 0905) ACTUAL O.D. 44.500 INCH
Flow
(gol/m1n)
OR 51 (80 PSI) DR 41 (100 psi) OR 32.5 (125 psi) DR 25:(165 psi)
Flow
Pressure
Velocity Velocity
ty
H'1
Pressure
Ve)DCIIY
Pressure
Velocity
Pressure i
` '.::Drop
(gal /min)
Preaauro i Pressure
Drop Vel °oily Drop
p51/100 H Ills ; psl /too It
.Drop
}t /s 1! /a
Drop
tl /a
I
Drop
H/s
1
�O .W7
psi /1001f
P31/1 Do 11
pslhgO fl
palhOOli
500
1.517
I D.007 1.550
0.008 1.595
O.OD8 1.664
0.009
5500
1.669
0 .009 1.705
- -
1 0.009 1.754 O.DIO 830 0.Of 1
-I - 0. 012
- . 0.0 11 -
6000
1.621
O.OI 1.860
1.914 1.997 0.013
- 1111 ---= --
6500
1.972
0.012 2.015
O D13 2.073 0.014 2.163 0.015
_ i__.
---- .._.. --._
7000
2.124
0.014 2.170
0.014 2.223 0 . 0 15 2.32? 0.017 ?
8000
2.427
0.010 2.480
0.018 2.552 ...- 1 0-020 1 2.66 ? - -0022
_ ... 11 --
1100
3_938
1 0.032 3. 409
0.0 33 3.509
0.036 3.6 61
0.040
14000
- 4.2 4 6
L.D.OSO 4.339
I 0.052 4.466
0 .056 4.659
OD62
- 17000
5.158
0 .071 5269 j 0.075 5.422 (-
0.080 5.657
ODB9
20000
6.069
0.096 6.199 j 0.101 6.379 '
0.108 6.655 I
0.120
23000 _
- 6.979
0.124 7.129 0.131 7.336
0.140 7.654
0.155
-
260
7.889
D.156 8.059 0.164 8.293 1
- -
0.176 8.652 I
0.195
-
29000
8.799
0.191 8.98B 0.701 9.250 j
0.215 9.650 I
-- --
0,23
- 32000
- 9.710
0.279 9.918 ! 0.241 10.207
-
0.256 10.649
0.287
35000
10.620 j
0.270 10$48 I
0.285 11.164
0205 11.647 0 .338 Y
38000
11.530 ';
0315 11.778 -
0.331 12.121 `
o.355 12.645
0394
41000
r ---
12.4.11
- 1111 -
0.362 12.708
0.381 13.078
0.405 13.644
-
- 0,453
44000
13251
0,413 13.638
0.435 14.0352 I
:0.466 1 ;,642
17.517
't Based an calculation methods and design tables set forth by the Uni•Bell PVC Pipe Association. "Handbool:
or PVC Pipe Design and Construction." 4th edition. 2001.
42" C.I.O.D. (AWWA 0905) ACTUAL O.D. 44.500 INCH
Flow
(gol/m1n)
DR 51 (00 psi)
DR 41 (10D psi)
DR 32.5 (125 psl)
DP. 25 (165 psi)
Velocity
Ills
Pressure
Drop Velocity
pal /10011 ff/s
l Pressure
! Drop Velocity
m/100" fl /s
Preaauro i Pressure
Drop Vel °oily Drop
p51/100 H Ills ; psl /too It
700
1.573
I .0,007
1.607
�O .W7
1,654
0.00 1.726
0.008
7500
1.686 j
.0.008
1.722
0.008
1,
j 0.008
1.849
0.009
8000
1.798
0.008
1E37
0.009
1.890
ODIC
1.972
- 0.011
85 00
1.910
DD09
1.952
0.010
2.008
- 0.011
2.095
0.012
9000
2.023
0.011
2.066
0.011
- 2.127
ODl2
2.219
-0 _
'9500
- 2.
0.012
2.181 --
0.012
2. 245
i 0.013 ._.
2.342 -
DDI i
10DOD
2.24E
0.013
2296
0.013
2.363
0 .014
2.465
0.016
14000
3347
0.024
3.214
i 0.025
3 ?08
0 .027
3,451
0.03
y 1 8000
4.046
0 .038
4.133
0.040
4.25
0.043
4.437
0.048
22000
4.945
0.055
5.051
0.058
5.198
OD62
5.423
0.069
26000
5.8
- 0.075
5.969
0.079
6. -
- 0.085
6AO9
0.094
30000
6.743
0.098
0.
7,089
1 0. 111
7.395
�D,12
--.-
34000
7.
--
i 0.123
- 6 ; 888 -
7.606
-_
0.130
8.0 34
0.139
B .381
i 0.155
38800 :
B.541
1 0.152 - - 8.72 4
_...__..
0.160
8.979
j 0.171 -
9.367
0.190
42000
9.440
, 0.18
9.643
0.192
9.924
j 0.206
10-.53
i 0.229
46000
10.339
0.216
10.561
0.227
10.869
0.244
11.339
0.270
SOODO
- --- - - -
11.238
0252
--
11.480
1111 - _ . _ . _
0.265
- _ -. �
11.814
0.285
12.325
D.316
54000
12.131
0,291
12.39E
0.306
12.759
0.328
13.311
0.364
Based on calculation methods and design tables sel forth by the Uni•Bel; PVC Pipe Association.
"Handbook of PVC Pipe Design and Construction,," 11h edition. 2DOI.
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B I ai . BLUE
jZm J-M Manufacturing Company, Inc.
Nine Peach Tree Hill:R, oad NJ 07039
TRA02A Revised May 2008
T�E TMI
J
Building essenrials
for a beiler lon7orroi-w-
TII
BLUE BRUTE
PVC:C.L:O.D..Distribution Pipe
DR.25/DR1 8 /DR1 4
Pressure Class 165, 235 and 305 psi
Ring-Tte" Joints 4 " -12 ".
BLUE BRUTE
0 ITE'll,
-; k ,, I I �-)
PRODUCT DESCRIPTION ........
SURGE DESIGN ............................... 5
SHORT FORM SPECIFICATION .................... 6
DIIAEI"JSIONS AND WEIGHTS .......... 8
TS ....... .......
FLOW/FRICTION CHAR, I I I
DEFLECTION CHART .......................... 1 4
SHORT FORM INSTALLATION GUIDE/WARNING ..... 15
VVAF',RANT'Y .... 16
PRODUCT DESCRIPTION
i C900 BLUE BRUTE`
_ .. .
DESCRIPTION
JIv1 Eagle's Blue Brute'" pipe, produced in blue or white,
conforms to the AWWA C900 specification, with gaskets
meeting ASTM F477 and joints in compliance with ASTM
D3139, Blue Brute" water pipe has the long -term hydro-
static strength to meet the high safety requirements
commonly needed by municipal water systems. This
pipe conforms to AWWA C900 -07 Pressure Class 165
psi (DR 25), 235 psi (DR 18), 305 psi (DR 14); for sizes
4 " - 12" in diameter,
LUNG LAYING LENGTHS
The standard laying length of Blue Brute" PVC pipe is
20 feet, This means that more ground can be covered
during installation while eliminating the cost of unnec-
essary joints.
APPLICATIONS
These products are typically used for distribution pipelines
of potable water. However, this pipe may be used for grav-
ity sewer, force main, and water reclamation projects.
BLUE BRUTE
PURPLE RECLAIM AND GREEN SEWER
FORCE MAIN
JIM Eagle" also manufactures this pipe in purple, spe-
cifically for reclaimed water systems and green for
sewer force main applications. This pipe is made to the
same requirements as our standard products. The only
difference is that the pigment used is purple or green.
These products will not be marked with UL or NSF list-
ing marks. Additionally, the purple pipe will be marked;
"Reclaimed Water... Do Not Drink" and the green pipe
will be marked "Forced Sewer."
- 1 - or I:.'ng of 'i =: fElet, Idon- f-ivclrr temad DR 1L S =! drr
Pipe is available upon request.
QUALITY CONTROL
Without exception, each length of pipe is hydrostati-
cally tested and subject to inspection by our quality
control inspectors throughout every step of the manu-
facturing process. JM wale's Quality Management
System is ISO 9001:2000 registered: Copies of the
registration certificates are available on our website at
www.jmeagle.com.
.Jh %, El(:flfi'� IS Ill 1Iic' �'ll'O'::r) �S Cif 017tcarlln(a iflC° i�it!
9001- 2000 regislraii In o. Marl en
for all loc bons.
LISTING STANDARDS ANSI /NSF STANDARD 61,
UL 1285, FM APPROVAL
See Short Form Specification.
CORROSION RESISTANCE
Blue Brute" PVC pipe is unaffected by electrolytic or
galvanic corrosion, or any known corrosive soil or water
conditions, You don't have to worry about tuberculation,
or the need for costly lining, wrapping, coating, or
cathodic protection.
FLOW CAPACITY
This PVC water pipe has a smooth interior that stays
smooth over long years of service with virtually no loss in
carrying capacity. Its coefficient of flow is C = 150 (Hazen
& Williams) the best available in common use water sys-
tems. This capacity often allows savings in pumping costs
as well as savings on the size of pipe required.
SAVE IN HANDLING COSTS
Blue Brute'" PVC pipe is designed for installed -cost sav-
ings. Most sizes can be handled manually, so there is no
need for costly installation equipment. Use the backhoe
for excavating and backfilling only. Dig more trench, lay
pipe faster, and save more in cost per foot installed.
FIELD CUTTING AND BEVELING
Blue Brute" pipe can be field out with a power saw or ordi-
nary handsaw, This eliminates the need to invest in costly
cutting equipment. The pipe can also be beveled without
the use of any expensive or complicated machinery.
LIGHT WEIGHT
A 20 foot length of B" DR 18 Blue Brute "' water pipe
weighs approximately 184 pounds. Installers prefer it
because it goes into the ground quickly - thus saving on
installation costs.
SERVICE LIFE
Because it is nonmetallic, the pipe does not lose strength
due to either potable water corrosion or external gal-
vanic soil conditions,
BLUE BF )TE
INSTALLATION
This product should be installed in accordance with
JM Eagle" Publication JME -038, "Blue Brute - , Big
Blue'" and Ultra Blue" (C900/C905/C909) Installation
Guide" and "Pressure Pipe Tapping Guide."
PRODUCT DESCRIPTIO
AMNA 0900 BLUE BRUTE
CAST IRON O.D.
Available in 4 ", 6 ", 8 ", 10 ", and 12" trade sizes, this
pipe can be connected directly into cast /ductile iron
fittings and pipe, Connections to products with other
O.D. regimens can be done using commonly available
adapters or transition gaskets. Dimensions should be
checked for use with butterfly valves.
RING- TITE'" JOINTS WITH LOCKED -IN GASKETS
JM Eagle's Ring -Tite" joint can be assembled quickly.
Seated in a deep groove, the flexible elastomeric
Rieber ®' gasket provides a tight seal that protects the
line from shock, vibration, earth movement and com-
pensates for expansion and contraction of pipe lengths.
There's no field mixing or application of cement. It's a
simple push- together joint that remains tight under
normal operating conditions.
The factory installed Rieber -' gaskets provide a tight,
flexible seal that resists rolling during installation,
Special gasket types are available for use with certain
chemical and petroleum products, Spigot pipe ends
are supplied from the factory with bevels, The bell is
an integral part of the pipe length with the same
strength. Joints meet or exceed ASTM D3139 for joint
tightness, including a 22 in. Hg vacuum for one hour,
under deflection with no leakage.
Note: i)ihr_r irt:jss ;>i gaskeis may be provided. Jlv, Engle is in
ti;- pr ce.. of r.nnver ing all aril <.eled prgd +.r�r to the i:!eoer:
!{iFar;r` is rlgiett r -i tradernan. o; T ;f;_cicilty
RING - TITE "` JOINT
Rieber sealing ring
provides tight, flexible seal,
Spigot pipe ends are supplied
from the factory with bevels.
integral part
3ngth with
the same strength.
133LUE i3RUTE
ACCESSORIES
JM Eagle's Blue Brute" PVC pipe is compatible with all
the items required for smooth installation of distribu-
tion pipelines.
SUR�'E DESIGN
It is important to note that for the same conditions of interrupted flow, the surge pressures generated in pipe with
high tensile moduli will be greater than the surges in low moduli (PVC) pipe of similar dimensions.
As the modulus of tensile elasticity for a piping material increases, the resultant pressure surge, or "water hammer ",
caused by a change in flow velocity also increases. For example, an instantaneous 2 fps (0,6 mps) flow velocity
change in an 8" water main will create surge pressures as shown in Table 1 for different pipe materials. For all
system designs, surge pressures should be examined with the pipe material in use.
Tr ; nl_:..
PRESSURE SURGES IN 8 IN, WATER MAIN
In Response to 2 fps (0.6 mps) Instantaneous Flow Velocity Change.
`Class 50 DI Pipe
Class 150 AC Pipe
165 psi (DR 25) PVC Pipe
100.0
689
88.7
611
29.4
202
Pressure surges in PVC pipe of different dimension ratios in response to a 1 fps (0.3 mps) instantaneous flow velocity
change are shown in Table 2.
DESIGN TABLE FOR PVC PIPE - PRESSURE SURGE VS. DIMENSION RATIO
In Response to 1 fps (0.3 mps) Instantaneous Flow Velocity Change.
14 19.8 137
18 17.4 120
25 14,7 101
BLUE BRUT F.
SHORT FORM SPECIFIG'A
AIiVVVh 0900 BLUE rB ;U I E-r"'A
SCOPE
This specification designates general requirements for 4"
through 12" C.I.O.D.'s pipe produced in blue or white
unplasticized polyvinyl chloride (PVC) plastic pressure
pipe with integral bell and spigot joints for the conveyance
of water and other fluids. This pipe shall meet the require-
ments of AWWA Standard 0900, "Polyvinyl Chloride (PVC)
Water Distribution Pipe."
MATERIALS
All pipe shall be made from quality PVC resin, compounded
to provide physical and mechanical properties that equal or
exceed cell class 12454 as defined in ASTM D1784.
HYDROST/;TIC PROOF TESTING
Each standard length of pipe is tested up to 400 psi for
Pressure Class 165; 600 psi for Pressure Class 235; 800
psi for Pressure Class 305 for a minimum of 5 seconds.
The integral bell shall be tested with the pipe.
STANDARD LAYING LENGTHS
Standard laying lengths are 20 feet for all sizes, Other
lengths of 14 feet, Nan- Hydrotested pipe is available
upon request,
PIPE
Where specified as such, all pipe shall be suitable for
use as pressure conduit. Provisions must be made for
expansion and contraction at each joint with an elasto-
meric gasket. The bell shall consist of an integral wall
section with a factory installed, solid cross section
Rieber� or other elastomeric gasket, which meets the
requirements of ASTM F477. The bell section shall be
designed to be at least as hydrostatically strong as the
pipe barrel and meet the requirements of AWWA C900.
The joint design shall meet the requirements of ASTM
D3139 under both pressure and 22 in. Hg vacuum, Sizes
and dimensions shall be as shown in this specification.
Pipe installation and usage shall be in compliance with
JM Eagle' Publication JME -03B, "Blue Brute' ", Big Blue"
and Ultra Blue" C900/C905/C909 Installation Guide" and
Uni -Bell Publication UNI- PUS- 08 -07, "Tapping Guide for
PVC Pressure Pipe."
QUICK BURST TEST
Randomly selected samples tested in accordance with
AWWA C900 and UL 1285 shall withstand, without
failure, the pressures listed below when applied for
60 -70 seconds.
25
100
165.
535
18
150
235
755
14
200
305
985
DROP IMPACT TEST
Pipe shall withstand, without failure using Tup "B" and Flat
Rate Holder "B ", at 73 °F, a tup impact energy of 100 ft -lbf
for all Pressure Class of 4" - 12" trade sizes. There shall
be no visible evidence of shattering or splitting when the
energy is imposed.
Di_.UE B iUTi:
TESTING REOUiREiVIENTS PER AVYWA 0900
T`'PICAL PrIYSICAL AND CHEMICAL PROPERTIES
Fiber Hoop Stress at 73 1 F
Minimum:Short Term Bursting Strength (psi)
1;000 Hour Strength. min
Working Pressure .Rating
73 ° F.( %.of rating at 7319
'80 °F. (% of rating at 73 0 F)
100°F :(% of rating at 73 °9
Chemical Resistance at.73 °F
Acids
Salts - . Bases
Physical Properties of Compound Std, Test Specimens
Minimum Tensile Strength (psi) at 73 °F
Thermal Expansion
(in/100ft/50 1 F Change)
Fire Resistance
Flame Spread
Smoke Development
Coefficient of Flow
Hazen & Williams
ManningsN Value
350
500
:650
.20. min
:20 min
20 min
40 % of OD
40%:W OD
40% of OD
:between
::between
..between
the plates
the plates
the plates
within 2 -5 min
within 2 -5 min
within 2 -5 min
330
470
610
6400
4200
100%
88%
62%
Excellent
Excellent
7000
2"
.Self Extinguishing
10
330
C =150
N =U09
D1599
D1598
DE38
E162
E84
f L.ILKE EF [JTI_. 7
D I M El"\1FI-11 IONS AND `A/F-IG1--1TS
S
AND DATA, SHE
.4.80
4.39
:0.192
5.25
5.57
1.9
- 6.90
631
0.276
.6.40
8.00
3.9
.:9.05
6.28
0.362
7.05
10.50
6.7
'11.10
10.16
0.444
8.20
12.88
10.1
13.20
12.08
:0.528
8.80
1.5.31
14.4
it em m.", - IT 'l ong 7 - - gr' ! it-n
mi nm
m u, m.m' .
' 1--
11 ERB"I
IMI IDIOM
4.80
4.23
Q.267
5.25
5.137
2.6
6.90
6.09
0.383
6.40
'8:43
5.3
9.05
7.96
0.503
.7.05
11.06
9.2
11.10
9.79
. 0.617
8.20
13.57
13.9
13.20
11.65
:0.733
8.80
' 16.13
19.7
r. 7-- q-.7, - U! F q, p-; P! I; ',!! " - Dmp - - mg
I I ill t - -
I
i t.
-Man" DIII.IRWI:
jlg
4.80
4.07
0.343
.5.25
6.17
3.2
6.90
5.86
0.493
6.40
8.87
6.7
9.D5
7.68
0.646
7.05
*11.63
11.6
11.10
.9.42
0.793
6.20
.14.27
17.6
13.20
11.20
. 0.943
8.80
'16.97
25.1
Consult JM Eagle" for CSA and other listing availability prior to shipment.
Note.: 'FIJI Approvals Prc-.!sSUr& Class 150 psi l0r DR '18 and 200 psi i0r DR 14.
I.D.: Inside DametBr
O.D,: Outside Diameter
T.: Wall Thickness
Assembly ...........
mad,
D Bell Outside Diameter
E : Distance between Assembly Mark to the end of spigot.
C
11; FILUE BRUTE
FLOW/FRICTION C HARTSP
FLOW/FRICTION LOSS, BLUE BRUTE PVC PIPE
4" C.I.O.D. (AVWVA C900) ACTUAL O.D. 4.80 INCH
0.424
0.008
0.456
0.010
0.493
0.012
0.530
0.012
0.570
0.015
0.616
0.018
0.636
0.017
0.684
0.021
0.739
0.025
0.742
0:023
0.798
0.028
0.863
0.033
0.847
0.029 _
.0.912
Q.035
0.986
0.043
0.953
0.037
1.026
0.044
1.109
0.053
1.059
.0.045
1.140
0.053
1232
0.064
1.271
0.062
1.368
0.075
1.479
0.090
1.4B3
0.083
1.597
0.099
1.725
0.120
1.589
0.094
1.711
0.113
1.849
0.136
1.695
0.106
1.825
0.127
1.972
0.154
1.907
:0.132
2.053
0.158
.2.218
0.191
.2.119
:0.161
.2.281
.0.192
2,465
0.232
2.648
0.243
2351
0.291
3.081
.0:351
3.178
.0.341
3.421
0.408
3.697
.0.492
3.706
:0.453
3.991
0.542
4.313
.0.655
4.237
0.580
4.562
0.694
4.930
0.839
5.297
0.877
5.702
1.050
6.162
1.26B
6.356
.1.230
.6.842
1.471
7.394
1.777
7.415
1:636
7.983
1.957
8.627
2.364
!8:475
2.095
9.123
2:506
9.859
3.027
9.534
2.606
10.264
3.117
11.092
3.7fi5
10.593
3.167
11.404
3.789
12.324
4.576
12.712
4.439
13.685
5.311
14.789
6.415
14.831
5.906
15.965
7.066
17.254
8.534
Based on calculation methods and design tables set forth by the Uni -Beth' PVC Pipe Association, "Handbook of PVC Pipe Desion
and Construction."
13LiJ(L:13 9
FLOWFRICTION CHARTS
FLOW /FRICTION LOSS, BLUE BRUTE "' PVC PIPE
6" C.I.O.D. (AWWA 0900) ACTUAL O.D, 6.90 INCH
0.513
0.008
0.552
0.009
0.596
0.011
-0.6T5
0.011
0.662
0.013
0.716
0.015
0.718
0.014
0.772
0.017
0.835
0.021
0.769
0.016
0.827
0.019
0.895
0.023
0.820
0.018
0.862
0.022
0.954
0.026
0.923
0.023
0.993
0.027
1.073
0.033
1.025
0.027
1.103
0.033
1.193
. 0.040
1.282
0:042
1.379
0.050
1.491
0.060
1.538
0.058
1.655
0.070
1.789
0.084
1.794
0.078
1.930
0.093
2.087
0.112
2.051
0.099
2.206
0.119
2.385
0.143
2.563
0.150
2.758
0.179
2.982
0.217
3.076
0.210
3.309
0.251
3.578
.0.304
3.589
0.280
3.861
0.334
4.175
0.404
4.101
0.358
4.412
0.428
4.771
0.518
4.614
0.446
4.964
0.533
.5.367
0.644
5.126
0.542
5.516
0.647
5.964
0.783
6.152
0.759
6.619
0.907
7.156
1.097
7.177
1.010
7.722
1:207
8.349
1.460
.8.202
1.294
8.825
1.546
9.542
1.869
10.253
1:956
11.031
2.337
11.927
2.826
Based on calculation methods and design tables set forth by the Uni -Bell" PVC Pipe Association, "Handbook of PVC Pipe Design.
and Construction."
BLUE BRUTE
FLOW /FRICTION LOSS, BLUE BRUTE "' PVC PIPE
8" C.I,O.D. (AWWA C900) ACTUAL O.D. 9.05 INCH
0.596
0.007
:0.641
0.009
0.693
0.011
0.745
OA11
0.802
0.013
0.866
0.016
0.894
0.016
0.962
0.019
1.040
0.022
1.192
4.027
1.283
Q.032
1.386
0.038
1.490
0.040
1.604
0.048
1.733
0.058
1.788
0.056
1.924
0.067
2.079
0.081
2.086
0.075
2.245
0.089
.2.426
0.108
2.384
%0.096
2.566
.0.115
2.772
:0.138
2.682
0.119
2.887
0.142
:3.119
0.172
:2.980
0.145
.3.207
0.173
3.466
0.209
3.576
0.203
3.849
0.243
4.159
0.293
4.172
0.270
4.490
0.323
4.852
.0.390
4.768
0.346
5.132
0.413
5.545
`0.499
5.960
0.523
6.415
0.625
6.931
0.754
7.152
.0.732
7.698
0.876
8.317
1.057
8.344
0.975
8.981
1.165
9.704
1:407
9.536
1.248
10.264
1.492
'11.090
1:802
11.920
1.867
12.829
2.256
13.862
2.724
Based on calculation methods and design tables set forth by the Uni -Bell° PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction,"
BIJIG [=111=;!._1 i r.. 'i i
FLOWAERIE T ION CHARTS
FLOW /FRICTION LOSS, BLUE BRUTE PIPE
10" C.I.O.D. (AWWA C900) ACTUAL O,D. 11.10 INCH
0.693
0.008
0.746
0.009
0.807
:0.011
0192
0.010
0.853
0.012
0.922
0.014
0.990
0.015
1.066
0.018
1.152
0.021
1.189
0.021
1.279
0.025
1.383
0.030
1.387
0.028
1.492
0.033
9.613
0.040
1.585
0.035
1.706
0.042
1.843
.0.051
1.783
M44
1.919
0.053
2.074
0.064
1.981
0.054
2.132
0.064
2.304
0.077
2.377
.0.075
2.559
0.090
2.765
0.109
.2.773
0.100
2.985
0.120
3.226
0.144
3.169
0.128
:3.411
.0.153
3.687
0.185
3.962
0.194
4.264
0.231
4.609
0.280
4.754
0.271
.5.117
0.324
5.530
0.392
5.547
0.361
5.970
0.432
6.452
0.521
6.339
.0.462
6.823
0.553
7.374
0.668
7.924
0.699
8.528
0.835
9.217
1.009
.9.905
1.056
10.661
1.263
1.1.522
1:526
11.886
1.480
12.793
1.770
13.826
2.139
Based on calculation methods and design tables set forlh by the Uni -Bell° PVC Pipe Association. "Handbook of PVC Pipe Design
and Construction."
f3Zt1TEE
FLOW/FRICTION LOSS, BLUE BRUTE " PVC PIPE
12" C.I.O.D. (AWWA C900) ACTUAL O.D, 13.20 INCH
BL..UE. BRO -Fl 13
Based on calculation methods and design tables set forth by the Uni- Bel1 PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction."
Dff::FL C T iON CHAR
Blue Brute Deflection By Depth of Burial : :
6
5
0 4
U
°' 3
m
O
\° 2
0
1
C
5 10 15 20 25 30 35 40 45 no
Depth of Burial (ft)
— DR25
DR1 B
— DR14
Deflections computed using a unit weight of backfill at 120 Ibs /cft and assume no internal pressure or live load.
Pipe embedment used in calculations is Class 1, 2, 3, or 4, as defined in ASTM D2321 with appropriate compaction to
achieve an E=1000 psi.
t Based on calculation methods and design tables set forth by the Uni- Bell' PVC Pipe Association, "Handbook of PVC Pipe Design
and Construction."
BLUE i3Hl.JTF
t)HORT FORM INSTALLATION GUIDE/
This information is furnished in order to provide a brief review of the installation requirements for JM Eagle" Blue Brute'"
PVC pipe. It is not intended to serve as or replace the function of the FULL VERSION product installation guide available
upon request,
1. Check to see that the gasket is properly seated in the bell groove, and that the bell and spigot are clean before assembly.
2. Apply the approved lubricant supplied with the pipe to the spigot end of the pipe, paying particular attention to the bevel.
The coating should be equivalent to a brush coat of enamel paint.
3. Assemble the joint only to and not over the assembly mark provided on the spigot end.
4. If undue resistance to insertion of the spigot is encountered, or the assembly mark does not reach the flush position,
disassemble the joint and check the position of the rubber gasket, and remove any debris.
5, Curvature of the pipe shall be accomplished through longitudinal bending of the pipe barrel in accordance with the fol-
lowing table. Deflection of the joint is not allowed and may cause leakage.
4
100
6
150
'8
200
10
250
12
300
6. Prior to backfilling, check to see that the assembly mark is flush with the end of the bell.
7. All taps performed on JM Eagle's pressure products, shall be in accordance with Uni -Bel] Publication UNI- PUB- 08 -07,
"Tapping Guide for PVC Pressure Pipe,"
IMPROPER INSTALLATION OR MISUSE OF TAPPING TOOLS MAY CAUSE PIPES UNDER HIGH PRESSURE TO
RUPTURE AND RESULT IN HIGH VELOCITY AIRBORNE FRAGMENTATION LEADING TO SERIOUS INJURIES
AND /OR DEATH,
BEFORE AND DURING INSTALLATION, ALWAYS:
• Consult and follow the FULL VERSION of the product installation guide
• Closely follow job specifications
• Use protective gear and equipment
BEFORE AND DURING TAPPING, ALWAYS:
• Consult and follow Uni -Bella Publication UNI - PUB- 013-07, "Tapping Guide for PVC Pressure Pipe."
• Use the correct tapping tools
• Bleed air from pipes at high spot before tapping
• Use protective gear and equipment
Please contact JM E-agle" Product Assurance at (800) 621 -4404 to obtain FULL VERSION of the appropriate installation
guide or for further assistance.
13DUE BRt—1 -I'F . :;
JM EAGLE'" PRODUCTS LIMITED WARRANTY
J -M Manufacturing Co., Inc. (JM Eagle' ") warrants that its standard polyvinyl chloride (PVC), polyethylene (PE), conduit/
plumbing /solvent weld and Acrylonitrile- Butadiene - Styrene (ABS) pipe Products ( "Products ") are manufactured in accor-
dance with applicable industry specifications referenced on the Product and are free from defects in workmanship and
materials. Every claim under this warranty shall be void unless in writing and received by JM Eagle'" within thirty (30) days
of the date the defect was discovered, and within one (1) year of the date of shipment from the JM Eagle" plant. Claims for
Product appearance defects, such as sun - bleached pipe etc., however, must be made within thirty (30) days of the date of
the shipment from the JM Eagle'" plant. This warranty specifically excludes any Products allowed to become sun - bleached
after shipment from the JM Eagle" plant, Proof of purchase with the date thereof must be presented to the satisfaction of
JM Eagle", with any claim made pursuant to this warranty, JM Eagle'" must first be given an opportunity to inspect the al-
leged defective Products in order to determine if it meets applicable industry standards, if the handling and installation have
been satisfactorily performed in accordance with JM Eagle'" recommended practices and if operating conditions are within
standards. Written permission and /or a Return Goods Authorization (RGA) must be obtained along with instructions for
return shipment to JM Eagle'" of any Products claimed to be defective.
The limited and exclusive remedy for breach of this Limited Warranty shall be, at JM Eagle's sole discretion, the replace-
ment of the same type, size and like quantity of non - defective Product, or credits, offsets, or combination of thereof, for the
wholesale purchase price of the defective unit.
This Limited Warranty does not apply for any Product failures caused by user's flawed designs or specifications, un-
satisfactory applications, improper installations, use in conjunction with incompatible materials, contact with aggressive
chemical agents, freezing or overheating of liquids in the product and any other misuse causes not listed here. This Limited
Warranty also excludes failure or damage caused by fire stopping materials, tread sealants, plasticized vinyl Products or
damage caused by the fault or negligence of anyone other than JIvI Eagle' ", or any other act or event beyond the control of
JM Eagle "'.
JM Eagle's liability shall not, at anv time, exceed the actual wholesale purchase price of the Product. The warranties in
this document are the only warranties applicable to the Product and there are no other warranties, expressed or implied.
This Limited Warranty specifically excludes any liability for general damages, consequential or incidental damages, includ-
ing without limitation, costs incurred from removal, reinstallation, or other expenses resulting from any defect. IMPLIED
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE SPECIFICALLY DISCLAIMED
AND JM EAGLE " SHALL NOT BE LIABLE IN THIS RESPECT NOTWITHSTANDING JM EAGLE'S ACTUAL KNOWLEDGE
THE PRODUCT'S INTENDED USE.
JM Eagle's Products should be used in accordance with standards set forth by local plumbing and building laws, codes,
or regulations and the applicable standards. Failure to adhere to these standards shall void this Limited Warranty. Products
sold by JM Eagle" that are manufactured by others are warranted only to the extent and limits of the warranty of the manu-
facturer, No statement, conduct or description by JM Eagle" or its representative, in addition to or beyond this Limited War-
ranty, shall constitute a warranty, This Limited Warranty may only be modified in writing signed by an officer of JM Eagle "'.
I rr: DLUE'3Rl_I? E
PDA--NT LOCATIONS
ADEL
2101 J -M Drive
Adel, Georgia 31620
BATCHELOR
2894 Marion Monk Road
Batchelor, Louisiana 70715
BUCKHANNON
Old Drop 33, Mudlick Road
Buekhannon, West Virginia 26201
BUTNER
2602 West Lyon Station Road
Creedmoor, North Carolina 27522
CAMERON PARK
3500 Robin Lane
Cameron Park, California 95582
COLUMBIA
6500 North Brown Station Road
Columbia, Missouri 65202
CONROE
101 East Avenue M
Conroe, Texas 77301
FONTANA
10990 Hemlock Avenue
Fontana, California 92337
KINGMAN TULSA
4620 Olympic Way 4501 West 49th Street
Kingman, Arizona 86401 Tulsa, Oklahoma 74107
MAGNOLIA VISALIA
2220 Duracrete Drive 8875 Avenue 304
Magnolia, Arkansas 71753 Visalia, California 93291
MCNARY WHARTON
31240 Roxbury Road 10807 US 59 RD
Umatilla, Oregon 97882 Wharton, Texas 77488
I"PEADVILLE WILTON
15661 Delano Road 1314 W. Third Street
Cochranton, Pennsylvania 16314 Wilton, Iowa 52778
PERRIS
MEXICO
23711 Rider Street
PLASTICS TECHNOLOGY
Perris, California 92570
DE MEXICO S DE R.L. DE S.A.
Av. Montes Urales No. 8 y 10
PUEBLO
Parque Industrial Opcibn, Carretera
1742 E. Platteville Boulevard
57 Oro. - S.L.P. Km. 57.8
Pueblo West, Colorado 81007
C.P. 37980 San Jose Iturbide,
Guanajuato Mexico
STOCI;TON
1051 Sperry Road
Our Mexico location is a joint venture
Stockton, California 95206
between JM Eagle and Plastics Technology
HEADQUARTERS
SUNNYSIDE
Nine Peach Tree Hill Road
1820 South First Street
Livingston, New Jersey 07039
Sunnyside, Washington 98944
HASTINGS TACOMA
5200 West Century Boulevard 146 North Maple Avenue 2330 Port of Tacoma Road Los Angeles, California 90045
Hastings, Nebraska 68901 Tacoma, Washington 98421
J -M Manufacturing Co., Inc. and PW Eagle, Inc. are doing business as JM Eagle".
MIN
... .... ...
I.H.
. ......... ;Batchelor .. ..... .....
. ............
roe
....... . ............... .
....... ...
......... .
JMIS-agle
Building essentials
for a better tomorrow
JW1 EAGLE"' HEADO
Nine Peach Tree Hill Road
Livingston, NJ 07039
T:973.535,1633
F: 973,533,4185
wwwWMEagle.com
Compact Mj F!ffings
ANSI/AWWA C153
2" - 64" DUCTILE IRON M ECHANiCAL JOINT COMPACT FITTINGS
GENERAL SPECIFICATIONS
MATERIAL: Ductile iron per ASTAA A536
PRESSURE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating far 30" - 48" sizes and 150 PSI rating for 54"- 60" sizes
TESTING; In accordance with ANSI /AWWA CI 53/A21.53 and UL requirements
LAYING LENGTH: In accordance with ANSi /AWWA C1 53/A21.53 (fittings not listed in ANSI /AWWA have dimensions per Star
design as noted in the catalog)
WEIGHTS: Are in pounds, unless noted otherwise and do not Include accessories, cement fining and coating
FLANGES: Flanged ends on fittings match ANSIfAWW CI WA21.15 and ANSt Bi 6.1 class 125 flanges
CEMENT LINING: In accordance with ANSI /AWWA C104/A21.4 - size 2 "- 3•'singie thickness and sizes 4" - 64" double thickness
COATING: Aspholticseol coat inside and out in accordance with ANSI /AWWA C1D4 /A21,4
GASKETS! 5BR in accordance with ANSI /AWWA Cl i I /A21.11 )see pg• 171
T -BOLTS /NUTS: Low alloy steel in accordance with ANSI /AWWA Cl I1 /A21,11 )see pg. 16)
APPROVALS: 4 "- I Z'U nderwriters Laboratories Listed
3" and greater are LILJNSF -61
DIMENSIONS: All dimensions are in inches unless noted olherwise
A. R
AWWA
Ia'c M13 EA
�� p
V.9
N '
Ph
t.
!rr(
Li = rrssF rci � m
r
tid
HN
I p r 1: r A o E.:ta
WATER QUALITY u� •• »,r::.. .:
iif l' 61 I it" I 6QLT5 "
AT)i� B GDiA D DtA
UFO J UillX Kf IRiA 3i2 „11 M a : Dt
SIZE �•..... s1ZE:•: ..• ,.No
* 2 2.50 2. 50 1 3.39 3 2.61 4.75 6.19 625 0.58 0.62 0.36 28 'L 1 .4 x 3 2
i ° . {i9. ? c2, 7
4 4 BO 2.50 5-92 6.02 4.90 7.50 9.06 9.12 O 60 0.7,5 0.39 28 '! ,' x 3'h 4 u
8 0 3a ?..:. /"D�., a . 0 11 06! ' (�il 1 ?_ fi3 ..._Q A,B , , 0.'�3: •. v8 °:: r .. /�..'. x 3 :'h ..;: b° n if i
B 9. 135 2.5 D 10 17 10_27 9.15 11.75 13.31 13.37 0.66 100 U45 213` '/. °' x 3 fi 6
I = ..::12 1 OQ I a 62 r15 62 ::JO 1.GQ !0? .r -' vi
4.
12 13.20 2.5D 14.32 14-44 13.30 16.25 17.88 17.88 0,73 1.00 0,49 28" '/b '/ x 4 8
3.50 1840 - 1:bJ 4 is •• ,': ; w kl •p;; _, n
t3 5 2b 5� 2Q 5 D 79 1 � 0 �5i. li'28`�= , �. ! -4 1➢ i ` i ="'
16 17.40 3,50 18.50 18.64 17 21.00 i 22.50 22.50 .0 ,85 1.31 0.58 28' % % x 4 I !a 12 4 `
.1 a („
i8 } 50:1 3SO 2D 60 izt7;7 =i f191§1 .23x`5 2g47 2 -083
20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 102 1.44 0.69 28' % '/ x 4 n 14 r
aD..:2u9D' 2rOti , 94 3k7OQ 3T0 ,31.58. 1 r 56 = . 0,t� 28 f1..`:: _..... xa l:6 i
30 3200 4.00 33.29 33.46 3 36 .88 3 12 3 9.12 131 2.00 0.82 20` 1 'A 1 x 6 20 12, L
3°:' 38 `d6170' _ 1 "+1; .: 2 Q0
42 44.50 4.00 45,7P 45.96 4'A.b 50.62 53.12 53.12 ),45 2.00 ` ).25 20° 3 % 1 I/. x 6 Y 28 �~,_ •,e
4E' 0:80: 41 OD.. " 52.0 6 " ti 30i °7_:.57 - t):.604Q ':00:00:° s t,fi5: :200 1 1.1
-- dca:.ao.F.••;... �. : ! ar.•;:: .. - .: �+, .
!•r;;.t::::._i,.; I . i 1'I -at
i�. 'rJ '
I. .. ..___.... ,..., z< _
: ,. : ' 9 n.iS- F•. °:' y. _ f .. ek 7 a : -a; a,it rii. ......;1_
,r .50::.: ! ...:....:.. .. ,...:: .:...,.... '7 DtNertsr9rz4•��a,7ubl�tOrzlt�� uesi � a;i�rr;; -;, 4 __ki'.: _ :.atr,- _
tir 6r ... :r'. .. :_.,,5, ._pJ.... ft= �,._ , a.+.• S �._.:r...
aee.o;
*Not Included Jr. AWWA C153 (PREOLMH_D IRADEMARK OF RAH Pn PRODUEF
S
stAR'Pta�E PRODUCS
A. n9, (lOU,tON C°dFORATe'tiOl1 rRFF I.B00.949'R1C'/I
x.•>rrN.timi:,oeQOCUet=.cam
„ = r, Page 3
ET
t J A l
J_ _L d
CAST IRON STANDARD VALVE BOXES, TWO -PIECE
A►ccomodates 4" through 12" Valve.
5 1 /4' Shafts, Screw -Typt
�
f
BOX COMPLETE
( WAYi l' R '
>�
5
X 16
I _
12 54�
�--7 5�-
5 1/ DROP LID �
8�
7 8 I
�3
�2
6�— I I
8 � I
— w I
� I
9 I I
� o 4 �
4
7B BOTTOM
TOP
r`
NOTE:
1. MATERLAL — CAST IRON PER ASTM A48 CLASS 30B.
Box Complete
Top Section
Bottom
Complete
Item
Extension
W /Lid L Base
Code
In inches
Length
Length
Weight
VB461 S
19-21
10
15
44
VB462S
27 -32
10
24
57
VB562S
27 -37
16
24
67
VB564S
39 -50
16
36
80
VB664S 1
39-60
26
36
94
f
BOX COMPLETE
( WAYi l' R '
>�
5
X 16
I _
12 54�
�--7 5�-
5 1/ DROP LID �
8�
7 8 I
�3
�2
6�— I I
8 � I
— w I
� I
9 I I
� o 4 �
4
7B BOTTOM
TOP
r`
NOTE:
1. MATERLAL — CAST IRON PER ASTM A48 CLASS 30B.
® 1 (Ruanar ED 4"-12" A-2360 RESILIENT WEDGE
Res 2-06 Sha d e d I . area :[ndic bias change. GATE VALVES ® M.J. x FL.
❑ Catalog number—
A-2360-16 mechanical joint x flanged ends (with accessories unassembled)
A mechanical joint x Banged ends (less accessories)
❑ Sizes —4", 6", 13". 10", 12"
❑ Mcets or exceeds Lill applicable requirements of ANSI/AMfWA C509 Standard,
UL Listed, FM Approved, and certified to ANSI/NSF 61.
❑ Flanged end dimensions and drilling comply with ANSI B16A, class 1255
❑ Mechanical joint end complies with ANS[/AWWA Cl I I Standard
❑ Iran body with nominal 10 mils MUELLER' Pro-Gard" Fusion Epoxy Coated interior
and exterior surfaces
❑ Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA 0550
Standard and is certified to ANSI/NSF 61
❑ Iron wedge, symmetrical & fully encapsulated with molded rubber;
no exposed iron
❑ Non stem (NRS)
❑ Triple 0-rin r7 seal stuffing box (2 upper &I lower
.... ......
,N O -pq serv tisiji
n
N;R:: ... ... .........
❑ 2" square wrench nut (optional handwheel available) — open left or open right
❑ 250 psig (1723 kPa) maximum working pressure,
500 psig (3447 kPa) static test pressure
�) UL Listed, FM Approved 2200 psig (1379 kPa)
M.J. accessories
shipped unassembled
Options
See page 10.40 for more information on Resilient Wedge Gate Valve options
❑ Position indicators ;:I Stainless steel fasteners: Type 316
❑ ASTM B98-066100/1402 stem ❑ Handwheel
Resilient wedge gate valve parts
Catalog
Part
No.
Description
Ma terial
Material standard
0-16
G41
Bonnet Bolts & Nuts
Stuffilig Box Butts & Nuts
Stainless Steel
Stainless Steel
Type 3�4
Type 304
G49
Stem 0-rings (3)
Rubbcr
G-200
Wrench Nut Cup Screw tfihless
Steel .
0-201
Stuff i n Box Seal
Rubber
G-202
I Wrench Nut
Cast Iron
ASTM Al26 CL.B
G-203
Stem
Bronze
ASTM 8138
0-204
1 G-205
Hand Wheel trot shownJ_
Stem Nut
Cast iron
Bronze
ASTM Al26 CL.B
ASTM B62
G -206
Guide Cup Bearings
Celcon
G-207
........... .
0-208
Anti - friction Washers (2)
Celcon
G-209
Wedge.
Rubber Encansulution
CiiSritnnw
SBk1*1
A ST IVEK-1
G-210--
Bonnet I
Cast Iron
ASTM Al26 CL.B
G -21 1'•
Bonnet 0-ring
Nitrite
G-
Body
CastIron
ASTM A l26 CL.B
Fully encapsulated in molded rubber with no iron exposed
PIMIDUS 10 1999 these parts Oil 4`-1 valves were designed with a gasket instead of tin 0-ring and LJ
with additional bolts. Confirm the type of seal when Ordering U replacement gZSkCL or 0-ring. tt
VV
SEE PAGE 10.43 FOR ORDERING INSTRUCTIONS
A-2360-16
C-1 2" A-2360 RESMENT WED IMUP-11or
10.10
GATE VALVE - M.J. x FL. Rev. 2-06
W
JM
00
I I� i t U
_LF
Ll� FF
Dimensions
;Dimension* !Nominal size
e ll
4 16" 110" 112"
I A 114.19
18.00
21.50
25.50
128.62
IL 12.50
2.50
2.50
2.50
12m
IN
11.1'_
13.37
15.62
P.88
_ __ _ _ �9�12
0 (number and size of'holes for MI 1
6-88
6-88
IS-88
8 -88
12 (bore)
4.30
6.30
18.30
10.30
12.30
, 00 (boll circle diameter for lull)
7.50
9.50
111.75
14.00
16.25
E
UU (halt circle diameter for Ft.)
FF
7.50
1950
11.00
9.50 - TF177
11.00
113.50
�
112.00
16.00 .. . ...... ........ ------
14.25
13.88
Iluo -
MOO
114.44
j B (number and size of holes for FL)
8 -.
8-.88
8 -.88
12-1.00
iTurns t . 9T
Weiahl-
4
115
20.5
168
26-5
275
........ ..
3' . ..
400
38.5
1570
I All dimensions Lire in inches. All weights include accessories nr-, in pounds and are approximate.
10. 1 4 Imuener
2 "-12" A -2360 RESILIENT WED
- - 1: max
..'A ��i� — � ?.n: t , ^r • :+birG �.�`�'N i..t�� __ .t�.����3i
C] Catalog number -
A- 2360 -20 Mechanical joint ends (with accessories unassembled)
A- 2360 -23 Mechanical joint ends (less accessories)
A- 2360 -25 Mechanical joint ends (with transition gaskets accessories unassembled)
C3 Sizes - 2 ", 3 ", 4 ", 6 ", S ", 10 ", 12"
Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard,
UL Listed, FM Approved, and certified to ANSI /NSF 61.
❑ Standard mechanical joint ends comply with ANSI /AWWA CI I I
❑ Iron body with nominal 10 mils MUELLER' Pro - Gard" Fusion Epoxy Coated inte-
rior and exterior surfaces
❑ Epoxy coating meets or exceeds all applicable requirements of ANSI /AR'WA C550
Standard and is certified to ANSI/NSF 61
❑ Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron
❑ Non - rising stem (NRS)
❑ Triple 0-ring seal stuffing box (2 upper & I lower 0- rings) iwtth,fqurth Q.niig:
. z ..
3eri3n* ati dirt {{ ::
. ... ...................
❑ 2" square wrench nut (optional handwhecl available) —open left or open right
C3 250 prig (I723 kPa) maximum working pressure,
500 psi.- (3447 kPa) static test pressure
C] 3" -12" sizes - UL Listed, FM Approved: 200 psig (1379 kPa)
i fDir4 t1_on 4:,:'I: vtlt:es:
A- 2360 -20 M.J. accessories
shipped unussembletl
Options
See page 10.40 for more information on Resilient Wedge Gate Valve options
C] Position indicators G Stainless steel fasteners: Type 316
❑ ASTM B98- C66100/H02 stem C3 Handwheel
Resilient wedge gate valve parts
Catalog
a Part
' N o.
i
Description
Material
Material standard j
. 'G -16
Bonnet Bolts S Nuts
Stuitilcss Steel
Type 304
y G-41 _
StufBna Bnx Bo lts & uts
` N
Stainless Steel
Typc 304 --
.049
Stem 0-rings (3)
Rubber
G -200
Wrench Nut Cap Screw
Siuiiilcati 5iee1;
.....
G -201
Stuffing Sox Seal
Rubber
_
G -202
Wrench Nut
Cast Iran
ASTM A[ 26 CL.A
G -203
Stem
Bronze
ASTM B 13 8
G 7 2()4
G -205
G -206
Hand Wheel (not shown)
Stem Nut
Guide Cup Bcann s
CusL Iron
_
ASTM Al26 CL.B
Bronx
Celcon
ASTM B62
G -207
_
Stuffii Box with
Ca9t trptt ..
I celcati
::::
A57M A 1:�6 CIA ""
..;
G -208
Anti - friction Washers (2)
V
G -209
Rubber Bncupsulation
Wedge, 141SL
*u rig
ASS M A 1?6 C1 R
:.
G -210 *"
_
Bonnet
ITEM
ASTM Al26 CL.A
G-211 **
Bonnet 0-ring
Nitile
L E - I
Body I
Cie st Iran IASTM
A 136 CL.A
* Fully encapsulated in molded rubber with no iron exposed
" Previous to 1999 These parts on C -12" valves were designed with a Basket instead of an 0 -ring and
with additional bolt holes (2"-3" sizes rewin neoprene gasket design affecting these parts). Cott6nn
the type of seal when ordering a replacement gasket or 0 -ring.
<i; Di rt. senlfd'n 4" 1? ";val5ec
SEE PAGE 10.43 FOR ORDERING INSTRUCTIONS
2 A RES� E MT S EDGE r�r ��a 110.15
GATE E IPAL18 E - i gg�� .J. x M.J. Rev. 2-06
Dimensions
Dimension*
i
Nominal size
2"
_
13"
14"
16"
110"
112"
A
9.118_
112.38
114.19
18.00
121m
2550
12B.C, 2
1 FF �
8.50
19.00
10.00
11.50
12.50
14.75
114.813
L
2.50
12.50
2.50
2.50
13.50
2.50
250
1 N
4.62
17.51)
19.12
11.12
113.37
15.62
M88
0 (number and size of holes)
4-.88
4 -.88
14 -.88
6 -.88
6 -.88
8 -.8R
I8 -.RR
j DD
3.50
.1.00
15.00
6.50
750
9.75
9.88
1 Q (bone)
2.30
3.30
14.30
16.30
1930
110.30
12.30
00 (boll cin lc diameter)
5.00
61.19
7.50
9.50
1 11.75
114.00
16.25
Turns to open
8
11
14
30.5
126.5
33
38.5
1vciOmt"
140
83
120
186
1290 n
1405
I540
"All dimensions are in inches, All weights include accessories are in pounds and are npproximnte.
� F
c Mueller :CCD. MUELLER"' SUPER C NT ION
H B -N Shaded area indicates changes FIRE HYDRANT
❑ Super Centurion 250"'3 -way catalog numbers
(approved t9 V 17.216 FIY11o]1),AP+IbU WWA Cn(l2 Standards) ' }
A421 4 -1 /2" main valve opening three way (two hose nozzles and one pumper nozzle) f
A423 5 -114" main valve opening duce way (two hose nozzles and one pumper nozzle)
Super Centurion 200 "2 -way catalog numbers
(approved to ANSI/AWWA C502 Standards) -
A-420 4 -113" main valve opening two way (two hose nozzles)
A422 5 -114" main valve opening two way (two hose nozzles)
A -425 5 -114" main valve opening two way (two pumper nozzles) lu
Super Centurion 2 catalog number y
(approved to ANSI/AWWA C502 Standards) -
A -424 4-1 /2" main valve opening one way (one pumper norfle)
❑ 10 year limited warranty on material and workmanship
ID Meets all applicable pans of ANSI/AWWA C502 Standard
• Pas} type dry barrel design
• Dry top design with O -ring sealed oil reservoir
❑ Traffic feature with stainless steal safety stem coupling
• Compression - type main valve closes with pressure for positive seal; it is made of rubber
and is conveniently reversible providing n spare for lone service life
• Operadng nut available in wide variety of' shapes and sizes -open left or right
• Field replaceable hose and pumper nozzles
❑ Rose and pumper nozzles have large radius, full flow openings for low friction loss
• Contoured shoe is designed for full liow
• Dual bronze drain vidves provide effective barrel drainage
❑ 250 psi, (2733 1,13 maximum working pressure, 500 psic (3447 kPa) static test pressure for 3 -way hydrants,
300 psi; (1379 kPa) maximum working pressure, 400 psig (2758 kPa) static test pressure for 2 -way and 1 -way hydrants
.•. .,� � ��" t ?�u.:r.. A�f� :id,'.v'..J. r 1 °�jj . - vn*"- �4'�'{wN47ekn�i3t ., _. ._r �TtxY+tT.: �^ °I� Si�r� � 4y�i'_��.�+^- •Rt
� tt- ■ i■
I
Flange T
ANSI 1251150 or
PN 1011 S Drilling
10. - .T' • [•
Nil O�Ya' - E' lnv
r 6'
Ih
� J.
Slip -on
Non - rotating
bolt design:
cast -in pads elimi-
nate need
for anti- rotatlon bolt
Front view detail
of Mechanical join'
(Standard only)
Vertical
Flange'
I 12
I �
s -v2•
`(C• Stwol
0•II,IE� ' 4" Vertical shoe available far
A -420 and A -421 hydrants.
SEEPAGE 9.28 FOR ORDERING INSTRUCTIONS
A:SF
Mechanical j oint standard and 0 -150
(DUELLER SUPER CENTURION I muelfer
FIRE HYDRANT PARTS
R
P „air ,■ „,, R 04
S arle area Indicates clan ss
MUELLER Super Centurion Fire Hydrant Parts
Cat.
part
I Description
i
Material Material
I (standard
A-1
A-3
I Operatinr nm
Wutircranpinxnshown ;usedan)yrmprel9RH_nnxlvls),_
Hold down nut 0 -ring
Bronze ; ASTM B584
Cost trop ASTM 6LLB i
Rubber AMA MM BUNA N
_A -4
IHold Flown nut inAmimn :uulun I
_I Bronze IASTM B584
A -5
! Bonnet O -rine
_
I Rubber ! ASTNI D2(H)0 BUNA N
A - b
(_A nti - friction washer
:A•7
JGiI lu'
--
(Brass ASTM 11)15
A -H
I Bnnnel
I Cast hrm 1 AST A 126 CL.B
d A•9
_
- Bonn hult and nut
_I A STtvt A30 Plated
IU
A -11
Bonnet 0 - rine 1997 and nca -cr3- vvav models: all pa
INn mtK -ls nrid 1 -uav Find way models lanc Ilea
, Upp,.r stein
Ruhhcr 1 ASTM D ilkBUNAN
Steel ASTM A576 GR.B
A -12
I St ein C -rin
I Rubber E ASTM D2000 BUNA N
A -13
! Nozzle loci:
_
Stainless steel ASTIR A276
A -14
I Pump nuzzle
I Bru nzc A STNI 8584 .I
N h
Pump r mazzle gasket
I Rubhcr I ASTM ❑20W Neu rent
A-16 ! Pumper nozzle 0 -ring
A-17 Pumpt.r nuzzle ca p_
Rubber ASTNf D20W BUNA N
I Cast nran AS A 126 CL.B
A. _
_
Bronze ASTA4 BSR —
y 1 ASTMD2IH&1Neoprene
A -I Hose gasket
Rubin:r
A -20 ! Hose nozzle 0-ring
I Rubber I ASTM ❑21") BUNA N
A -21 I Huse nozzle cap
I Cast iron 1 ASTM Al26 CL.B
A -22 Cap c hain
— hair
I steel I Plated J�
A! a 11 C ring
A -2I ' U pper burr less nozzles
Steal Plated
Cas iron I AST A t26 C L.B
b A -25 I
S a f e ty cop lip
_
- -
I Stain! ss steal I ASTM A890
A -26 I
Safety Village halt and nut
_
Steel I ASTTvI AJ07 Plated
A -27
Safety flange D -ring (1997 Find newer models;
pre - 1997 models hose Bat gasketl
I Rubber ASTM D2000 BUNA N
A -2H l5 afet y
flange I
Cam imn 1 ASTM A] 26 CLD
A -29
Cotter pill
_
Stainless steel I ASTM A276
-30
Clovis pin
Stainl steel iASTM A 276
A -31 I
A -32 I
_
Lower stem
Lo wer h arm! -
Steel ASTM A576 G R.B
Cast iro ASTM A 126 CL.B
A -33 i
A-34 'Drain
— --
Stem pi
valve facing I
Stainless sieclI ASTM A276
Plastic
i A -35 I
Drain valve screw
Sta inless steel I A STM A276
LA-J6
lUppervnlve lilaiefinclulics A - 34 and A - 35)
Bronze 1 ASTNI 1158-1
A -37 I
S hoc hots and nut
Steel I ASTM A 307 Plated
A•3H IDrain
I
_
ring huusine O -rine (1997 and n wcr models:
p re -1997 mndek have sybarc gask
Rubber ASTNI MOW) BUNA N
i A_ 39 i
;_A•40 (Davin
: A-41
Sent ring top 0- ring_ __ _ _
rin • h} crosi - _
Drain ring housing bolt and nut Lunt s1lowm used only
oupnr -1977 model h
Rubbc_r_ i ASTP D 2UW D N
Ca _ir _... I ASTM A 126 Ct_.B --
Steel AS17,1 A307 Plated
1AMI
A -42
_
Dmi ring
_
Bronze B584
IA-43 i5cranng
IBranze
ASTNI B584
A -14 (Seat
ring bounat 0 -ring
Rubber ASTM D2f1W BUNA N
A -45` I
i
Reversible ninin valve (1997 and ncwerm ;d t nly; ppn
1997 nados uscnon- immisih)cmual salvc:ulJ lourrva vc 1
Wane - unt shown)
Rubber I ASTM D2000
t
A -46
I
Lower vnive pltne (1997 and newer molcls fair
rn versihlc main etdvc; pre. 1997 mndcls have non-
mvers nmin valve - lint Mha$n)
Cast iron 'ASTM A 126 CL.B
A - 47 I
A 4R LLacL
A -49 'Lower
Can nut seal - -- — -- -- _
wusStcr_ .. - --
valv plat 11111 ` Cost
[tubber — - ASTM D2W0
Stainless st:0 I ASTM A2
---- - - -' —�
iron ASTM Al26 CL.B
A -50 I
Shoe _ I
— i
Cuss iron I ASTNI A 126 CL. B
A•H +I I
I'Inld daw nu: !
Bronze
ASTAI B584
A -85 I
Weather s eal
ROber
I A�4 D2(H1U
A -51 110.5
nz. hydrant lu oil (Fiat shown) I
1 !
Pre -1997 models maybe upgraded to use the reversible main valve by also replacing the lower
valve plate with the 1997 model.
6" MJ shoe is Ductile Iron, ASTM A536 Grade 65- 45 -12.
A -1
A -2
A -85
A -3
A -4
A -84
A -5
A -6
A -7
A -8
A -9
A -10
A -11
A -12
A -13
A -14
A -15
A -16
A -17
A -18
A -19
4 -20
4 -21
4 -22
4 -23
4 -24
4 -25
4 -26
4-27
4 -28
N-29
N -30
a -31
N-32
a -33
a -34
� -35
\ -36
\ -37
\ -38
\ -39
� -40
k-41
k -42
It-43
> -44
s -45
� -46
� -47
x-48
� -49
t -50
, -51
1 4 1� nY�s; ~ U $ ;V - !i 'i% {'1:5n1�i?L.".ISfli - F I, •} - - y�FI;�?CnF'IF,'.1. ini♦:1~y.'�i+H� }b. t}� L^+'i • l
SEE PAGE 9.28 FOR ORDERING INTSTRUCTJONS
*i:RRIES 2000PV
For PVC Pipe
�.iy f
x i�ai �,,
�� " { , t �7�� ,-aL•f
191 Rr?fua ?`
�S
1 la
•a�r�,-i
x.s`F
�.+ t : r
.c 'h'si7w. �rt
,a3 A j waves'+
c t
° "vl la
-
II
II ,
i
tii
Ili
I
2 010
26,
I
I
'2
518
2
61.8
I
10 20
703
2
9M
i
II
I
U.S. Patent No.
Features and AppRicatiion:
• Sizes y inch through inch
Sizes 42 inch and 4S inch
Accommodated by Series 2200
• MEGA- BONDT"' Restraint Coating System
For more information on MEGA -BOND, refer
to www.ebaa.cc)ni /products, /mega -bond
• Constructed of ASTM,
65 -45 -12 Ductile Iron.
• The Mechanical Joint follower
gland is incorporated into the
restraint.
• Heavy Duty thick wall design
° Support Products Available;
Split MJ repair style available for
3 inch through 12 inch.
EBAA Series 20D05V
° Solid restraint harness available
for C9D5 PVC pipe bells_
EBAA Series 2800
° Split restraint harness available
for 0900 and C905 pipe bells and
PVC fittings.
EBAA Series 1500, 1600 and 2500
• All 2000PV and related restraint
products can be furnished as
packaged accessories complete
with appropriate restraint, gasket,
lubrication and bolting hardware.
• For use on water or wastewater
pipelines subject to hydrostatic
pressure and tested in accordance
with either AWWA C600 or
ASTM D2774.
4627774, 4896903, 5071175.
o -H Copyright 2003 tci EBAA IRON, Inc.
Series 2012P7; for 12 " Mechanical Joint Pipe or ritHngs
The 2000PV mechanical joint restraint is the fastest and
most economical method of restraining PVC pipe to mechanical
joints. Now the need for costly concrete thrust blocks and
corrodible steel tie rods is eliminated. It can be used in straight
alignment or at the preset deflection recommended for the
mechanical joint.
The 2000PV was the first PVC joint restraint to be tested to
UNI -13-13, Underwriters Laboratories, and Factory Mutual.
Tested to and meets the requirements of ASTM F 1674 -96
"Standard" Test Method for Joint Restraint Products for Use with
PVC Pipe" through 24 inch size.
UL-listed in the fourthrough twelve inch sizes for joining UL-
listed ductile iron fittings to UL-fisted, Class 150 PVC pressure
pipe. The maximum allowable joint deflection is five degrees.
Factory Mutual approved for use on DR18 PVC pipe in four
through twelve inch sizes.
The 2000PV Concept
EBAA Iron started manufacturing joint restraint products for PVC pipe in
the early 1980s. The testing of early prototypes of various configurations of
restraints on large diameter PVC pipe indicated that a restraint device must
be capable of consistently and reliably gripping the pipe. If not, the restraint
can slip under pressure, resulting in sudden impact, and cause the pipe to
burst. Armed with this background knowledge and an appreciation for the
capabilities of PVC pipe, EBAA purposefully deviated from what many in the
industry once considered to be the 'only" way to grip PVC pipe. This led to
the development of the Series 2000PV restraint.
The design of the 2000PV incorporates
the gripping mechanism into the design of
the mechanical joint gland and utilizes a
simple two part assembly process. The first
step involves assembling the joint the same
as any standard mechanical joint. The
assembly procedure we recommend is that
established in AWWA C600. The second is
the actuation of the restraint.
Series 20DOPV: MechanicaE Joint Restraint Gland for use with C900 or OPS ®D PVC Pope
T h ree 4
Meth
The design philosophy
behind the 2000PV joint
restraint is that the pipe
with the restraint should be
capable of being tested to
the same minimum
requirements of the pipe
alone. In doing so, the
restraint is shown to have
no detrimental effect on the
pipe and will have the same
pressure rating and safety
factor as the pipe on which
it is used. To that end the
2000PV has been subjected
to hundreds of static and
cyclic pressure tests to
demonstrate the
performance and reliability
of the restraint.
One of the
primary tests of i ` °
PVC is its quick
burst strength. For ;'._
pipe meeting the �.,
requirements of AWWA
Ai l
C900, AWWA C905, and
ASTM 2241, the minimum
quick burst requirement
for the hoop stress is 6400
psi. For DR18 pipe that
pressure is 755 psi.
The second test is
sustained pressure test at a hoop
stress of 4200 psi. For DR18 pipe
that pressure is 500 psi.
Third, a conservative cyclic
pressure surge design for the
pipe exists in the form of
Vinson Equation.
The 2000PV restraint
has been tested to over one
t =
r , . �'-
a ;''fsrs i U _ _'' million cycles to the peak
�mr '�_i -&a Wit =•:: �t.�_ ?. `1Ff
pressures predicted by
`4;,: -
F `i =! the Vinson Equation for
that number of cycles.
:,.
�g taat
Mechanical Joint Restraint Sample Specification
(The text of the specifications below can be copied and pasted from :u:a-:1.el;.a;a . rnni. %io : nln= >ri;'3f)Oiisnec.nnr;)
Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI /AWWA C111/A21.11 or ANSI /AWWA
C153/A21.53, shall conform to the following:
Design
Restraint devices for nominal pipe
sizes 3 inch through 36 inch shall
consist of multiple gripping wedges
incorporated into a follower gland
meeting the applicable requirements
of ANSI /AWWA C1'11/A21.11.
The devices shall have a working
pressure rating equal to that of the
pipe on which it is used. Ratings are
for water pressure and must include a
minimum safety factor of 2:1 in all
sizes.
Material
Gland body, wedges and wedge
actuating components shall be cast
from grade 65 -45 -12 ductile iron
material in accordance with ASTM
A536.
Three (3) test bars shall be
incrementally poured per production
shift as per Underwriter's Laboratory
(U.L.) specifications and ASTM A536.
Testing for tensile, yield and elongation
shall be done in accordance with
ASTM E8. Chemical and nodularity
tests shall be performed as
recommended by the Ductile Iron
Society, on a per ladle basis.
Traceability
An identification number consisting of
year, day, plant and shift
(YYDDD)(plant design ation)(Shift
number), shall be cast into each gland
body,
All physical and chemical test results
shall be recorded such that they can
be accessed via the identification
number on the casting. These
Material Traceability Records (MTR's)
are to be made available, in hard copy,
to the purchaser that requests such
documentation and submits his gland
body identification number.
Production pieces that are too small to
accommodate individual numbering,
such as fasteners and wedges, shall
be controlled in segregate inventory
until such time as all quality control
tests are passed. These component
parts may then be released to a
general inventory for final assembly
and packaging. All components shall
be manufactured and assembled in
the United States. The purchaser
shall, with reasonable notice, have the
right to plant visitation at his /her
expense.
Installation
Mechanical joint restraint shall require
conventional tools and installation
procedures per AWWA C60C, while
retaining full mechanical joint
deflection during assembly as well as
allowing joint deflection after
assembly.
Proper actuation of the gripping
wedges shall be ensured with torque
limiting twist off nuts.
Approvals
Mechanical Joint Restraints shall be
Listed by Underwriters Laboratories in
the 4 inch through 12 inch sizes.
Mechanical Joint Restraints shall be
Factory Mutual Approved in the 4 inch
through 12 inch sizes.
Mechanical Joint Restraints, 4 inch
through 24 inch, shall meet or exceed
the requirements of ASTM F1674 of
the latest revision.
Mechanical joint restraint shall be
Series 2000PV produced by EBAA iron
Inc. or approved equal.
MEGA- BONDTm Restraint Coating System
All wedge assemblies and related parts
shall be processed through a phosphate
wash, rinse and drying operation prior to
coating application. The coating shall
consist of a minimum of two coats of
liquid Xylan® fluoropolymer coating with
heat cure to follow each coat.
All casting bodies shall be surface
pretreated with a phosphate wash, rinse
and sealer before drying. The coating
shall be electrostatically applied and
heat cured. The coating shall be a
polyester based powder to provide
corrosion, impact and UV resistance.
The coating system shall be MEGA -
BOND by EBAA Iron, Inc. or approved
equal. Requests for approved equal
must submit coating material and
process details for review prior to bid.
For more information regarding MEGA -BOND, refer
to the MEGA -BOND brochure or visit www.ebaa.com.
Se>rles:000P_ubgaleEnce B€asgng
SPAC
rO 751
A ' °` x , r
1 C ` /h� C .0 ICI >A
> "\ B ` �4' f;' 0.12 5 0,125
J 1 '
`I SECTION A -A SECTION B -B
3
2003
4.84
1,55
3.60
6.50
9.8
8.6
3/4
6,19
1.69
4
4
7.0
4
2004
5,92
1,68
4,90
0.50
1015
915
7/8
7,50
9.13
4
4
8,8
6
2006
8.02
1.68
7.00
0.50
13,0
121
7/8
9,50
11.13
6
6
12.1
8
2008
10.17
1,68
9.15
0,62
14.5
13,6
7/8
11,75
13,38
6
6
16,3
10
2010
12,22
2.10
11,20
0.62
20
16,0
7/8
14,00
15,63
8
8
26,0
12
2012
14.32
2,10
13,30
0.75
19,0
18.1
7/8
16.25
17.88
8
8
31,4
14
2014
16.40
2.25
15,49
0.88
21,7
20.9
7/8
18.75
20,38
10
10
47.6
16
2016
18.50
2.26
17.58
0.88
218
23,0
7/8
21.00
22,63
12
12
52.8
18
2018
20.60
125
1168
1.13
25,9
25,1
7/8
23.25
24,98
12
12
61.5
20
2020
22,70
125
2139
1,25
28.0
27,2
7/8
25.50
:2713
14
14
19
24
2024
26.90
2,75
25,99
L42
323
31,5
7/8
30,00
31,63
16
16
92,9
30
2030
33,29
2.70
32.22
.1.50
38,5
'37.7
11/8
'36,88
3912
20
20
128.5
36
2036
39.59
2,70
38.52
1,50
44,8
44.0
11/8
43,75
46.00
24
24
161.3
ssueieRatlj::N
x
i;
;t
i r. :;
�i,i
�flflll(lai
SefIES
F,ahngsfArdinary
WalerS4nrksw/irantlenl3mgesORf}
Ralings for PeA Pressures used InSmage Force Mains
and Dtherinslallalfons Designed for 4clfcsmgesofl•MIII,4
C9D5P�CPI
P e
Pine'5iie
Humber
OR 14 2:18 M-25
. SQR.17 SDR•21 SOR 26
DR 14
OR 18' DR.25 SDR•17 S0M1
SDR•26 =
DR -18 DR 25
DR 32.5 -
8
2D03
200 150
100
250 ''200
160
200
150
`100
200 :160
.120
.
4
2004
200 150
100
250
200
160
200
150.
100
200 160
120
6
2006
200 150
100
250
200
160
-200
150
:100
200 160
120
.
8
2008
200 150
100
250
200
160
200
150
100
200 160
120
10
2010
200 150
100
250
200
160
200
150
100
200 160
120
12
2012
200 150
100
250
200
160
200
150
100
200 160
120
14
2014
235
165
16
2016
235
163
18
2018
235
165
20
2020
235
165
24
2024
235
165
30
2030
165
36
2036
125
G ® P.VC Pipe "......... &�r.. ....
For installation on
C900 PVC pipe, use 'sili;'�
",u, _. Leave
as received and t; Spacer
install per
instructions.
tl ?tt it
Installati®n Instructions
1. Identify the pipe. The 2000PV is for use
with PVC pipe, The 4" through 12" size may
be used on both C900 and IPS PVC pipe.
Check to see if the spacers under the
screws are in place. If the pipe is C900,
proceed with spacers in place. If the pipe
is [PS OD, remove the spacers. Since the
3" and the 14" through 24" restraints are
only used with one pipe diameter, no
spacers are used.
*
5. Tighten the bolts to the normal range of
bolt torque (45 -60 ft-Ibs for 3 ", 75 -90 ft -Ibs
for 4" through 24 ", 100 -120 ft -Ibs for 30"
and 36 ", and 120 -150 ft -Ibs for 42" and
48 ") while at all times maintaining
approximately the same distances
between the gland and the face of the
flange at all points around the socket This
can be accomplished by partially tightening
the bottom bolt first, then the top bolt, next
the bolts at either side, finally the
Members of...
„
.:_,.
AMERICAW FOUNDRY SOCIE i V
n
For installation on " ``gq
ASTM 2241
sized pipe, remove Remove ItWii
spacers and replace Spacer
screws. Install per ;;ir a
„
instructions.
if
NIM
„
*
2-Clean the socket and the plain end.
Lubrication and additional cleaning should
be provided by brushing both the gasket
and the plain end with soapy water or
approved pipe lubrication meeting the
requirements of ANSI /AWWA
C111/A21.11, just prior to slipping the
gasket onto the plain end for joint
assembly. Place the gland on the plain end
with the lip extension toward the plain end,
followed by the gasket.
* 3. Insert the pipe into the socket and press
the gasket firmly and evenly into the
gasket recess. Keep the joint straight
during assembly.
* 4• Push the gland toward the socket and
center it around the pipe with the gland lip
against the gasket. Insert bolts and hand
tighten nuts. Make deflection afterjoint
assembly but before tightening bolts.
remaining bolts. Repeat the process until 7
all bolts are within the appropriate range of
torque. The use of a torque indicating
wrench will facilitate this procedure.
Tighten the torque limiting twist off nuts in
a clockwise direction (direction indicated
by arrow on top of nut) until all wedges are
in firm contact with the pipe surface.
Continue tightening in an alternating
manner until all of the nuts have been
twisted off.
ESAA IRON Sales, Inc,
PA Box 857, Eastland, TX 76448
Tel: (254) 629.1731 Fax; (254) 629.8931
{800) 433.1716 within US and Canada
contact@81i8a,com
www,ellaa,com
If removal is necessary, utilize the 5/8" hex
heads provided. If reassembly is required,
assemble the joint in the same manner as
above, tighten the screws to 60 to 80 ft-
Ibs. If the Series 2000PV restraint is
removed from the pipe, be sure that all of
the screws, spacers (if required), and
wedges are in place before the restrain; is
reassembled.
* These steps are requirements of AWWA.
AWWA Standards, C600, Sec. 3.4.2
664 - Carbon Flange Tapping Sleeve
665 - Stainless Steel Flange Tapping Sleeve
Stainless Steel Body and Neck
A SMSUS ANSUNSFD61 Listed
Material Specifications
Body: Full circumference band,
18 -8 type 304 stainless steel.
Flanges: AWVVA.C207 Class ID, ANSI 150# drilling.
Recessed for Tapping Valve.Per:MSS-SP 60.
Fusion bonded, Flexi-Coate epoxy coated carbon
steel on 664.
18-8 type 304 stainless steel flange on 665.
Optional: Other.types ofFlanges, threaded
:outlets, Mj Outlets
Gasket: Nitrile (Buns -N) NSFc 61 listed-compounded to
resist water, oil, acids, alkalies, most (aliphatic)
�hydrocarbon fluids and many chemicals.
Temperatures up to 180
Bolts, Nuts 18-8 type 304 stainless steel heavy hex nuts,
& Washers: stud bolts & washers. Nuts and studs are coated
to prevent galling.
Material specifications are subject to change,
664-665 Tapping Sleeve Specifications
B
--i
— 5116
DUP
Nominal
Body Size
. ....... .....
.............
F ::
aj.
is
4
15
5
5 1/16
......... .
4 3/16
B
5/8
4
6-18
15
5
5 1/16
4314
8
518
20-24
20
5
5 1116
43/4
8
5/8
MY-1 .......
.
. ... Eia-14
.............
.. .. ... ---
4: i:;:11-
.. ..
`a...
B
20
5
9 1116
B 3/8
1D
5/8
8
10-18
20
5
9 1/16
83/4
10
518
12-24
25
5
9 1/16
83/4
14
5/8
- 4/4
12
25
5
13 3132
12 114
14
5/8
12
14-24
25
5
13 3/32
123/4
14
5/8
Smith TS 9106 13
(E) Qty. of Bolts
(F) Size of Bolts
Milk 664 - Carbon Flange Tapping Sleeve
665 - Stainless Steel Mange Tapping Sleeve
J� Stainless Steel Body and Neck
A WNSUq LOUPAIO ANSUNSF061 Listed
NomniaiS¢e?of
O Q:
FiexsCoat®
' 665
r
A p nx
Wei
Pt e x Flanged
Range
epoxy Coated
Carbon Steel
Stainless'
' Steet Flange
ht
Each
Outlet ?
{Inches}
� .. Flange
'Pounds
Catalog Number =!
Catalog Number
4 x 4
4.50 -4.80
664 - 04800400 -200
665- 04800400 -200
34
4 x 4
4.80 -5.10
664- 050OD400 -200
665- 050004DO -200
42
6 a �}
664 06630400 ODO
6�5 Q6630400
-.ODD!55
6.,`
x 6
r.• .. 664= 06630600 200 .
630 00
6 x 4
6.84 -7.30
664 - 06900400 -000
665 - 06900400 -000
55
6 x 6
664- D6900600 -200
665 - 06900600 -20
61
6 x 4
664 07200400 000
665 07200400 000
55
7 5D
. .6640720060Q.200 ".;
. .__;,665 07�006g0:2DQ
6 x 4
7'40 7'80
664 - 07450400 -000
665 - 07450400 -000
55
6 x 6
664 - 07450500 -200
665- 07450SOD -200
51
8 x 4
r - .9,048,3 0
664
0B00040D 00Q
665 QB000400 000
64
8;x 6
_•.:..... 664
08000600 flDQ
.665 08
7Z.......
8 x 4
654- 08630400 -000
665 - 08630400 -000
64
8 x.6
8.62 -906
664 - 08630600 -000
665 - 08630600 -ODD
72
B x 8
664 - 08630800 -200
665 - 08630800 -200
93
;. 8 z 4
664,;D9Qo040D OOD
665 Q9Q5040Q 000
64
8 x 6
8 99 9 �5
664 OOD
665 090o06DQ DOD
72
604;09050800 200 .:..
.....•:
'665.0965080Q;2Q0 .'s
.:.:::g$
8 x 4
664 - 09450400 -000
665- 094504OD -000
64
8 x 6
9.20 -9.60
654- 09450600 -000
665 - 09450600 -000
72
8 x 8
664 - 09450800 -200
655- 09450800 -200
93
8 x 4
' ,
664 -09650400 0Q0
665 09650400 000
64
8 x 6
9 60 1 D OD
664 - 09650600 000
665- 09650fi00 OD0
72
: . _... '.' ....
8 sc B
...
664:.096508:40200 ;.
: -: - 665 09650800 200
; 93
10 x 4
664 - 10000400 -000
665- 100004OD -000
61
10 x 6
9.90 -10.30
664 - 10000600 -000
665 - 10000600 -000
65
10 x 8
664 - 10000800 -000
665- 1000DBOD -000
88
10 x A
5040Q 0Q4
665 20750400 DOD
61
1D x fi
1Q 731113
664.1 WSW 0Q'D00
fi65'107506Q0 000
$5
'i 10 k 8
16641D75D8D0.O00 '
665 10750800 000
$8
.1 x .. D.. :
664 10751000 200, .;
655 1075 ,000 200 ...,
5
1 D x 4
664- 11100400 -000
665 - 11100400 -000
61
1 D x 6
664 - 11100600 -000
665 - 11100600 -000
65
10 x 8
11'05 -1 i.45
654- 11100800 -000
665 - 11100800 -000
86
10 x 10
664 - 11101000 -200
665 - 11101000 -200
95
10 x 4
664 117544A0 000
665 117504DQ 000
67
1D x 6
11 70 1210
664.11754600
000
665 1 I7D060D OQO
68
14 x 8
664 1 (750800
OQ0
665 11750800 000
88
664
11751000,200
95.
10 x,4
664- 12000400 -000
665 - 12000400 -000
61
10 x 6
664 - 12000600 -000
665 - 12000600 -000
65
10 x, 8
i 2. DD -12.40
664 - 12000800 -000
665- 12000800 -000
88
lox 10
1
664- 12001000 -200
665- 120010OD -200
95
1 Smith -Blair TS -620 9/06
664 - Carbon Flange Tapping Sleeve
665 - Stainless Steel Flange upping Sleeve
Stainless Steel Body and Beck
S ` > ANSI /N SF ®61 Listed
Smith -Blair T5 -620 9/06 1
Nomina!_Srze of
O t3
Fiex[ Coates
Approx
Ptpe x'Fianged
mange
Epoxy Coated
Stami
Werght
OtJtfet
(Inches)
Carbon.;Steel Flari a
g
S feel Flange
Ea h
c
Pounds
Catalog Number;
:Catalog htumber
12 x 4
664 - 1 -000
665 - 12750400 -000
65
12 x 6
664 - 12750600 -000
665- 12750600 -000
69
12 x 8
12.50 -12.90
664 - 12750800 -000
565- 12750800 -000
95
12 r. 10
664 - 12751000 -000
665 - 12751000 -000
101
12 x 12
664 - 12751200 -200
665 - 12751200 -200
138
12 x_9
664 1320Q4
65
12x! 6
564 13200600 00Q '
665 43200600 000,'
69
12 x 8
d 3 16 13 56
664 13200800 000
665 4 3200800 000
12x10
664 132R1 Q0000
0
665;TI3201D00D00
! 101
�.. x 12. ..:.:.
F
_ , 664 132Q3200 2p0 if
Q 00 .;
1,38
12 x 4
664- 13820400 -000
665 -
13820400 -000
63
12 x 6
664- 13820SOD -000
665-
13820600 -000
67
12 x 8
13.60 -14.09
664 - 13820800 -000
665 -
13820800 -000
90
12 x 10
664 - 13821000 -000
665 - 13821000
-000
113
12 x 12
664 - 13821200 -200
665 - 13821200
-200
128
1? x 4
664 14250400 000
66n 14250400
000
64
12 X 8°
66414250600 ODO
665 �425fl600
000, E
68
12 x $
4410 14 58
s 4250800 DOD '
665 14250800
000
J1
12 X 1 Q
664 -14251 DD0 DDD "
665 14251
DDp 000
Hit 115
12 k; 12
664 14251200 20 0.:.
85 44251200
2p
?30
14 x 4
664 - 15300400 -000
665 - 15300400 -000
63
14 x 6
654- 15300600 -000
665 - 15300600 -000
67
14 x 8
15.30 -15.80
664 - 15300800 -000
665 - 15300800 -000
90
14 x 10
664 - 15301000 -000
665 - 15301000 -000
113
14 x 12
664 - 15301200 -000
665 - 15301200 -000
128
14 x i4
664- 16QRQgOQ ODO
6fi5 16000400, Ono '
_: 64 ' .; -;
14 x 6
664.1600 06 DR OOD
6651BOODBOD ODO
68
I4 x 8
15 $0 16 3D
00080m m
665 .6000800 000
91
664 1fi001ODD DOQ
665 16001000 OOD
X15
azz
:...: .........
664 60012¢0 Dp0 .:° ...
::.. 6fi5160012Qg , -H,
- 3D .. .
14 x 4
664 - 16400400 -000
...
665 - 16400400 -000
.... __
70
14 x 6
664- 164006DG -000
665- 16400600 -000
73
14 x 8
16.40 -16.80
664- 164008OD -000
665- 16400BOD -000
98
14 x 10
664 - 16401000 -000
665 - 16401000 -000
123
14 x 12
664 - 16401200 -000
665 - 16401200 -000
132
16 x 4 :
864 17400400 000' .
665 i74D04Dd P
66 °
16 x 6 :
664 17 400500 ODD
665 17400600 BDD
71
46 x 8
1 / 40 1780
664- 17400860 ODO
$65 00800-
16 x 1D tit
66_174D1DD0 DOQ ,
655 1740tD 000.
420 ;
16 x 12
664 1 r4U1200 OOD... _
....'..,; 665 f7401g0 MGM
3 5
135
16 -18 x 4
664 - 18700400 -000
665 - 18700400 -000
70
16 -18 x 6
664 - 18700600 -000
665 - 18700600 -000
73
16 -18 x 8
18.60 -19.20
654- 1870DBOD -000
665- 18700BOD -000
98
16 -18 x 10
664 -18701 DOD -000
665 - 18701000 -000
123
16 -18 x 12
664 - 18 701200 -000
665 - 18701200 -000
138
18 20'x4
664 - 19500400 ODO '
6fi5 1;9500400 000
93
18 2D x 6
,19500600 OD0
665 1950066Q 000
96
tt 18 20 x 8
i9 a0 2Q 40
664 19500800 DDD
665 19500800 OOD
125
18 2R X 10
864,19501000 DDD
665 19501000 ODO
134
.
669 000, :.....
.. 665 .1P5012Q0 DDD, _;,
448
1B-20 x 4
664 - 20900400 -DDD
665- 2090040D -000
94
1 B -20 x 6
664 - 20900600 -000
665 - 20900600 -000
98
1B -20 x 8
20.90 -21.59
664 - 20900800 -000
665- 209008OD -000
127
18 -20 x 10
664 - 20901000 -000
665- 209010OD -DOO
136
18 -20 x 12
664 - 20901200 -000
665 - 20901200 -000
150
Smith -Blair T5 -620 9/06 1
Milk 664 - Carbon Flange Tapping Sleeve
665 - Stainless Steel f=lange Tapping Sleeve Y
Stainless Steel Body and Neck
ANSI /NSF®61 Listed
A ti:•x v: tovsm
Nominal Size of
Q . D
664
Flexi coatr�
6G5.:
Stainless
A p ox
We
Ptpe x Flanged
Range ;
`
Epoxy Coated
Steel Flange
ght
Each
Dutlef
{Inches} .
Gartson ..... Flange
Catalog Nwmber
Ca4lo Numbgr'
. .....
20 x41
664- 21600400 -000
665- 216004DD -000
94
20 x 6
664 - 21600600 -000
665 - 21600600 -ODO
98
20 x 8
21.60 -22.40
664 - 21600800 -000
665- 216008DD -000
127
20 x 10
664 - 21601000 -000
665 - 21601000 -000
136
20 x.12
664 - 21601200 -000
665 - 21601200 -000
150
20 24.X 4 -.
664 23500400 000
66x23500400 OOD
99
2Q 24 x 6
66�{ 23500600' 000
i i
665.2350... 000
O^z
20 24: X 8
n
23 50 2 2D ,
66d 23500900.000
06� 235006,00 DOD '!
133
2D 24x 10
fi64 - 23501000 000
665 23501000 000
142
24
', 20 x 12
..
:664 23501200 OQO ;
66p - 235Q1200 000:
;. 156
24 x 4
664 - 25800400 -000
665 - 25800400 -000
105
24 x 6
664 - 25800600 -000
665- 25BO06OD -000
108
24 x 8
25.80 -26.60
664- 25BODBOO -000
665- 258DOBOD -000
140
24 x 10
664 - 25801000 -000
665- 25BD1000 -000
149
24 x 12
664- 25801200 -000
665 - 25801200 -000
164
2�1 x 4
664 28300400 000
665 283D04pD DD0
111
....
24 x 6
....:.....:.:
864- 283QO6D0 OOD
665 26300600 ODO
114
24 x TB..:
28 30 29 00
664 2 8300800 bOD
665 263DOBp0 OOD
146
24 x f_:0
fi64 28301 0 000
665 28301000 000
157
.:.
......:. ...........
.. :. 66.28301200 Op0 `,,.,, ....
665 ?8301200 OOD:.:.
1 Smith -Blair TS- 620 9/06
COPPER TUBE FOR CONSTRUCTION APPLICATIONS
Cerro tube is the original copper tube for plumbing, air conditioning and
refrigeration applications in residential, commercial and institutional
installations. We provide a complete range of sizes and types, engineered
to exact specifications to meet the highest standards of performance.
Copper UNS No. C12200
Types K, L, and M
ASTM BOB
Color marking is not applicable to tube furnished in annealed straight
lengths or coils.
it L Ammiliv nf'CnchfartnonGmupn ( aunnmies
Typical uses include;
• Type M - above ground residential and light
commercial uses. (Sizes range from 318" - B"
diameter)
• Type L - residential and commercial uses.
(Sizes range from 114" - B" diameter)
• Type K - underground residential, commercial
and industrial uses. (Sizes range from
114" - B" diameter)
• Type DWV - ASTM B306: used for drainage,
waste and vents
Flow Products, Inc.
Corporore Headquarters
PO Box 66B00 • St. Louis, MO 63166 -6800
888.737 -7611 618- 337 -6000 • f.618. 337 -6958
www.cerroflflw.com
Copper
Hard
i0 ft. straight
Green
Domestic water
ASTM BOB
Water Tuba,
20 ft, straight
service and
Type K
distribution, fire
(heavy wall)
Soft
20 fi. straight
protection, solar,
40 ft. coils
fuel /fuel oil, HVAC,
60 ft. coils
snow melting,
100 ft, coils
compressed air,
natural gas,
liquefied petroleum
fLPI gas, vacuum
Copper
Hard
10 ft. straight
Blue
Domestic water
ASTM BOB
Water Tube,
20 ft, straight
service and
Type t
distribution, fire
(medium wall)
Soft
20 ft. straight
protection, solar,
30 ft. coils
fuel /luel oil, HVAC,
40 ft. coils
snow melting,
60 ft. coils
compressed air,
100 ft. coils
natural gas,
liquefied petroleum
(LPi gas, vacuum
Copper
Hard
10 ft. straight
fled
General plumbing
ASTM BUB
Water Tube,
20 ft. straight
and heating purposes;
Typo M
drainage waste,
(light wall)
vent and other light
pressure uses.
Copper
Hard
10 ft. straight
Yellow
Drainage waste,
ASTM 8306
Drainage
20 ft. straight
vents, soil and other
Tube,
non- pressure
Type DWV
applications
Copper UNS No. C12200
Types K, L, and M
ASTM BOB
Color marking is not applicable to tube furnished in annealed straight
lengths or coils.
it L Ammiliv nf'CnchfartnonGmupn ( aunnmies
Typical uses include;
• Type M - above ground residential and light
commercial uses. (Sizes range from 318" - B"
diameter)
• Type L - residential and commercial uses.
(Sizes range from 114" - B" diameter)
• Type K - underground residential, commercial
and industrial uses. (Sizes range from
114" - B" diameter)
• Type DWV - ASTM B306: used for drainage,
waste and vents
Flow Products, Inc.
Corporore Headquarters
PO Box 66B00 • St. Louis, MO 63166 -6800
888.737 -7611 618- 337 -6000 • f.618. 337 -6958
www.cerroflflw.com
COPPER TUBE FOR REFRIGERATION APPLICATIONS
W W W0 E: 611:tl< vF "�n'�L1.L »ra_n
Capper Soft 50 ft. coils Manufacture, ASTM 8280
Refripetation 100 h. coils installation and
Tube maintenance of
refrigeration
equipment
Copper UNS No. C12Z00
ASTM B280
Refrigeration service tubing - a seamless copper tube produced to a standard
range of sizes and to special internal cleanliness and dehydration requirements,
normally furnished in soft temper coils and with ends capped or sealed.
it is a preferred material for use with most refrigerants.
COPPER TUBE FOR MEDICAL GAS APPLICATIONS
Medical Gas K OXY MED
ASTM B819
This tube is specially cleaned and capped. Special care and handling is
given to this product to prevent contamination of the system,
Our Type K and L (cleaned and capped) is also specially cleaned for use in med-
ical gas systems and meets the same allowable residue limit of 0.0035 glsq. ft. of
interior tube surface area. All of our Type K (cleaned and capped) tubing is fitted
with plastic caps after cleaning to maintain the clean interior surface.
Gas Tube
For over 30 years, gas companies in the U.S.A. and Europe have used copper
for fuel gas piping.
Some advantages of using copper in fuel gas piping include:
Flexibility
• Ease of bending
• compact sizing
Ease of joining
• Resistance to corrosion
.. .�. A,wulxTtJTiu ALimunGmup,il aanpiniu
710
"C -pJ _ !"ar W_ T.,b.'
i a
Hard
20 ft. straight
Green
Medical gas,
ASTM B819
MMED
Blue
compressed
medical air,
vacuum
Medical Gas K OXY MED
ASTM B819
This tube is specially cleaned and capped. Special care and handling is
given to this product to prevent contamination of the system,
Our Type K and L (cleaned and capped) is also specially cleaned for use in med-
ical gas systems and meets the same allowable residue limit of 0.0035 glsq. ft. of
interior tube surface area. All of our Type K (cleaned and capped) tubing is fitted
with plastic caps after cleaning to maintain the clean interior surface.
Gas Tube
For over 30 years, gas companies in the U.S.A. and Europe have used copper
for fuel gas piping.
Some advantages of using copper in fuel gas piping include:
Flexibility
• Ease of bending
• compact sizing
Ease of joining
• Resistance to corrosion
.. .�. A,wulxTtJTiu ALimunGmup,il aanpiniu
Note:
Plumbing and mechanical codes govern what types of
products may be used for applications. Local codes
should always be consulted for minimum requirements.
Our alloy C12200 seamless coppertubing is manufactured in
the USA and is produced in compliance with the applicable
chemical and mechanical properties of ASTM standards.
For packac ing and pricing information,
go to www.cerraflow.corn
or call toll free 888- 237 -7611 or 618- 337 -6000.
' r M
ce rr o
Flow Products, Inc.
Corporate Headquarters
PO Box 66800 • St. Louis, MO 63166 -6800
886-237-76111618-337-6000 • f.618- 337 -6958
www.cerroflow.cam
i a
Note:
Plumbing and mechanical codes govern what types of
products may be used for applications. Local codes
should always be consulted for minimum requirements.
Our alloy C12200 seamless coppertubing is manufactured in
the USA and is produced in compliance with the applicable
chemical and mechanical properties of ASTM standards.
For packac ing and pricing information,
go to www.cerraflow.corn
or call toll free 888- 237 -7611 or 618- 337 -6000.
' r M
ce rr o
Flow Products, Inc.
Corporate Headquarters
PO Box 66800 • St. Louis, MO 63166 -6800
886-237-76111618-337-6000 • f.618- 337 -6958
www.cerroflow.cam
_.. .. .K J
WIN
7 _s' - � -- �' � ^nrz •r;�.TP.�� x�-p .
ION
a ;SINGLE BODY
420 WR[GH7 DLVD. SCHAUMDURG, IL 60793 -4599
84; .524.9000 FAX!B4 , .524.900 800:323.6969
websiie: www.apcuvalves.com • e -mail. tac'roNt!apcnvaives.cUri
an
MATERIALS USED IN BOTH STYLE
COMBINATION AIR VALVES
BDdV. Cover. 1 -4" ............. Ductile Iron
Body Cover, 6 -6" ............... Cast Iron
Float ..................... Stainless Steel
Seat ... .........................Buna -N
Lever Frame (1"-4" size) ............ Delrin
Lever Frame (6 " -6" size) ......... Cast Iron
ALL OTHER INTERNAL PARTS
STAINLESS STEEL OR BRONZE
T FOR
SERVICE
' IF
ESSURES
P.S.I.
TO SIZE AIR VALVES FOR PIPELINE SERVICE USE APCO AIR VALVE COMPUTER or APSLIDE COMPUTER SOFTWARE
PHYSICAL DIMENSIONS
PHYSICAL DIMENSIONS
PHYSICAL DIMENSIONS
PHYSICAL DIMENSIONS
PHYSICAL DIMENSIONS
PHYSICAL DIMENSIONS
Height 10"
Height 12 1/4"
• Height 15 1/2"
• Height 17 1/6"
Height 27 1/4"
Height 25 3/4"
Width 7"
Width 6"
• Width 10"
• Width 11"
Width 13"
Width 17 1/2"
Length 11"
Length 14"
Length 16"
-Length 1B"
Length 16 3/6"
Length 22 1/4"
Weight 35 lbs.
Weight 75 lbs.
Weight 100 Ibs.
• Weight 170 Ibs.
Weight 205 Ibs.
Weight 300 lbs.
'"I"T
1" PIPE THREAD
1NLEr
2" PIPE THREAD
INLET
3" PIPE THREAD
INLET 4°
PIPC THREAD
INLET
125 & 250 LB. FLANGE
INLET
125 & 250 LB. FLANGE
OUTLET
OUTLET
OUTLET
OUTLET
OUTLET OPTIONS
OUTLET OPtID7J5
125 & 250 La. FLANGES
125 & 250 La. FLANGES
• PLAIN WITH HOOD
PLAIN WITH HOOD
' EXCEPT POPPET
ALSO AVAILABLE
ALSO AVAILABLE
• THREADED
(AS SHGWN)
HEIGHT FLANGED 161/2"
HEIGHT FLANGED 19"
• FLANGED
• FLANGED
BODY rS FICA
Combination Air Valve sizes 1" through S ", (single body, double orifice) allows large volumes of ail: to escape out the large orifice when filling a pipeline
and closes when liquid.enters the.valve. When the valve Is closed and pressurized,: the small :air release orifice will open to allow small pockets of air to
escape automaboally:and independently of,fhe large orifice. .
The large orifice shall also allow large volumes of air to enter during pipeline drainage to break the vacuum. The body inlet must be baffled to protect
the float from direct forces of rushing air end water.to prevent premature valve shut -off.
The Bune- N.seat must be fastened to the valve:cover without distortion for drop tight shut -off. The floats shelf be heavy stainless steel. The plug or
float shall be center guided through hex bushings for positive shut -off.
Valve exterior to be painted with Universal Metal Primer Paint as accepted by the FDA for use in Potable Water.
All materials of construction shall be certified in writing to conform to A.S.T.M. specifications as follows:
Body & Cover 1•' -4' Ductile Iron ASTM A536 GR 65 -45 -12
Body & Cover (6" -6 "� Cast Iran ASTM Al26 GR.B
Float Stainless steel ASTM A240
Needle & seat Buno -N
Plug Bronze ASTM B124
Leverage frame Delrin /Cast iron ASTM D41B1 /ASTM At 26 GR.f3
Valve to be APCD Model (Engineer to Name) Combination Air Valve as manufactured by Valve & Primer Corporation, Schaumburg, Illinois, U.S.A.
�A
J11 '
8° STYLE
TYPE 1. AIRNACUUM VALVES with LARGE ORIFICE to vent large volumes of air for efficient filling and draining of
pipelines. This protects against vacuum and water column separation or pipeline collapse.
TYPE 2. AIR RELEASE VALVES with C�tMALL ORIFICE for continuous venting of air pockets as they accumulate in a pressurized
pipeline.
When the above types are combined, the result is a COMBINATION AIR VALVE.
The Combination Air Valve is available in a SINGLE BODY DDUBLE ORIFICE shown here, or in a DUPLEX arrangement (see Back Page).
The single body is most popular due to its smaller overall size and resulting space saving inside a valve vault It is available in 1" to 8" sizes.
HOW IT WORKS: Sizes 1" through 6" incorporate a poppet (or plug) which rests freely inside the lever frame. The center stem
of the poppet has a SMALL ORIFICE through it When water enters the main valve body it raises the float and float arm which puts the
needle, attached to the arm, in contact with the poppet stem while lifting the poppet to the shut -off position against the LARGE ORIFICE
As air accumulates inside the main valve body the water is displaced. The float arm falls away from the poppet stem to expose the
small orifice and the pocket of air is vented. Water re- enters the main valve body lifting the float arm back to the shut -off position and
the cycle repeats as air accumulates. As long as the main valve body is under pressure, the poppet stays closed because the pressure
differential across the large Orifice is more than the poppet can overcome.
If, however, a negative pressure occurs inside the main valve body, the poppet will drop open to allow air in and prevent a vacuum
from forming in the pipeline.
Size 8" functions in the same manner, but, instead of a poppet, a float is used for shutting off the large orifice and a separate internal
float operated lever mechanism is incorporated with a small orifice for venting smaller pockets of air when the system is pressurized.
Every Combination Air Valve is hydrostatically seat and shell tested before it leaves our factory to insure quality performance in the field
WHERE TYPICAL PIPELINE SHOWING ITS HYDRAULIC GRADIENT
I�� NYDaggUifC & THE POSITION OF NECESSARY AF;5 AIR VALVES
O A,t'u�ll COMBINATION AIR VALV GR
I dDfEHP
at peaks and:narp change in madiam dm Ic
I NS TA LL pozibility of column separation and vacmrm
, %HYDRAULICALLY CONTROLLED AIRNACUUM VALVE
where secondary sunJG duo to roioining o!
previoutiy separated wily column cotdd occur.
AIR RELEASE VALVE
on lonn ascending suetch a!
1!4 iu 1f' mile inlejvals
✓
HYDRAULICALLY CONTROLLED AIRNACUUM
where secondary surges due to rel'oming of \,
previously separated rater column could occur.
AM or
COMBINATION AIR VALVE --
at pcaN; and snarp chance in gmdiom due
to Intssiblloy of column separation and vacuum
RESERVOIR
OFl
r 05 ^"
AIRNACUUM VALVE
at peaks and sharp tlrange In gradient near end of
lino vdiEru no significant amount at air is antimpaled
AIRNACUUM VALVE an pump discharge baton: check valve Inotnecessary for pumps with PasiWe suction head) orirydmu6haey CON.
h " TROLLED AIRNACUUM VALVE= wheuc a dischorge pale wfr_ in normally dosed during pump stori-up to develop head.
NOTE INSTALLING MANW'AYS AT INTERVALS IN LARGER SIZE PIPEUNE5 PROVIDES AN EXCELLENT POINTTU INSTALLAIR VALVES
NOTE P!ense specify If pressure is below 20 psi.
® AIRNACUUM VALVE
® AIR RELEASE VALVE
COMBINATION AIR VALVE
HYDRAULICALLY CONTROLLED
AIRNACUUM VALVE
IORIFICE S IZES,
for 300 psi
working pressure
MODEL
®
LARGE
ORIFICE
@
SMALL
ORIFICE
REL� VE
DATUM on long thonaocini and descend:ng
shet0i s• 1l4 Ia L: mil^ Intervals
RESERVOIR
OFl
r 05 ^"
AIRNACUUM VALVE
at peaks and sharp tlrange In gradient near end of
lino vdiEru no significant amount at air is antimpaled
AIRNACUUM VALVE an pump discharge baton: check valve Inotnecessary for pumps with PasiWe suction head) orirydmu6haey CON.
h " TROLLED AIRNACUUM VALVE= wheuc a dischorge pale wfr_ in normally dosed during pump stori-up to develop head.
NOTE INSTALLING MANW'AYS AT INTERVALS IN LARGER SIZE PIPEUNE5 PROVIDES AN EXCELLENT POINTTU INSTALLAIR VALVES
NOTE P!ense specify If pressure is below 20 psi.
® AIRNACUUM VALVE
® AIR RELEASE VALVE
COMBINATION AIR VALVE
HYDRAULICALLY CONTROLLED
AIRNACUUM VALVE
IORIFICE S IZES,
for 300 psi
working pressure
MODEL
®
LARGE
ORIFICE
@
SMALL
ORIFICE
143G'
1"
5164"
145C
2"
i
31 32"
147CC
3"
3/32 "`.
149G
4'
3132''
1150C
i F
1!8
! 51 C
8"
X132' :'I
g ; '�� G "E �[APA ulE�I E FOR COMBINATION AIR VALVE
CURVES SHOWN ARE ACTUAL FLOW CAPACITIES AT 14.7 PSI BAROMETRIC PRESSURE AND 70° F TEMPERATURE BASED ON ACTUAL TEST.
THESE FIGURES ARE NOT ONLY THE FLOW CAPACmES ACROSS THE ORIFICE OUT FLOW ACROSS THE ENTIRE VALVE IN THE TEST SET -UP,
APPROACFI VELOCTTY TO T11E VALVE 15 NEGLIGIBLE THEREFORE ACTUAL CAPACITY EXCEEDS TIME VALUES SHOWN ON CHART.
TEST CONDUCTED BY: PHILUP PETROLEUM COMPANY ENGINEERING DEPARTMENT - TEST DIVISION EDMOND PLANT OCTOBER 1, 1961.
if] 211 311 4 11 6 11 B11
>$
0 n 4
gr
U
G
3
`w
2
0
w
6
AIR FLOW THROUGH VALVE IN STANDARD CUBIC FEET OF FREE AIR PER SECOND (SCFS)
SERIES 1800
SEAT DERAIL
AIR /VACUUM
VALVE
125 La: 14"
& LARGER
250 La:
ALL SIZES
i
6
VltC11UN
SERIES 1100A „
EACH CUSTOM COMBINATION AiR VALVE °"'
o CONSISTS OF ONE APCO AIR /VACUUM VALVE,
WAS ONE APCO AIR RELEASE VALVE & �In
OPTIONAL ONE APCO BUTTERFLY VALVE SHIPPED
j COMPLETELY PIPED AND ASSEMBLED. PRICE OF OF EACH CUSTOM COMBINATION rvn
AIR VALVE INCLUDES 7" PIPING AND sEAA1/V alt v Uri
7" GATE OR BALL VALVE. i
12s La: ia" L
GATE or & LARGER i t1 4 00.7E or
DALL VALVE Available in 125, 250, 6DO and 900 psi classes for 250 Le: DALL VALVE
those special jobs where you want the veal best! ALL saes
Custom Combination Air Valves are recommended where operating
pressures exceed 300 psi or size requirements exceed 4 "'
SIZING
To determine the correct size Single Body or Duplex Body Combination
Air Valves to use on each high point of the pipeline, refer to Bulletin 610,
use the APCO Air Valve Computer (available an request) or you may
send a copy of your pipeline profile to our Engineering Department
• Another feature to recommend the use of Custom Combination Air
Valves is the side mounted Air Release Valve which can be any of
four valves as shown in the chart below. With the addition of the Air
Release Valve the orifice is much larger and hence the venting capac-
ity much greater than the orifices in the single body Combination Air
Valve. This is important where large volumes of air are anticipated
after the pipeline is filled and operating.
TABLE OF ORIFICE SIZES
Valve
Size
MAXIMUM ORIFICE WHICH CAN BE USED WITH FOLLOWING PRESSURES
T ype
10
25
50
75
100
125
150
200
250
300
500
800 11500
Inlet
1
200A
1
5 /ifi,....
::::: 5(15, �1:..:
.. :.
5/i 6 Pi
.... ...::i;
: i•
hJd ; , i
5132 n
. ,.,.,
u
513
it
.,
x
x
x
200
2"
:..:;f>:� .`:•
... .....,il
'
ilz'.....,
7132 :......
?/ "....71
€.. ?, x ..
x
x
205
2"
x
x
x
x
1(2'
3/8
__.
ale
Ma
'
1:
x
206
2"
I x
x
x
x
x
x
x
x
I x
x
x
x
r'
STANDARD ORIFICES ARE IN BLUE
DUPLEX BODY SPECIFICATION
The Custom Combination Air Valve Series 1800 shall be heavily designed cast iron body to allow large volumes of air to escape through the orifice when fill-
ing the pipeline and shall shut off water tight, When the water enters the valve. The Custom Combination Air Valve shall also permit large volumes of air to
enter through the orifice when the pipeline Is being drained:to, prevent vacuum from forming and water column separation. The valve shall consist of a body,
cover, baffle, float and seat The baffle will be an integral. part of the body, designed to ficaL from direct contact of the rushing air and slugs of
water to prevent premature shut -off. The seat shall'be Buna -N fastened into the.valve.cover without distortion and be easily replaced. The float shall be stain-
less steel and be center at each end for positive seating.
The Air/Vacuum Valve shall have the outlet covered with.elther a steel_:protectorhood or be threaded or flanged, (Engineer to select outlet)
The Automatic Air Release Valve shall be designed to operate underpressure to allow entrapped air inside the pipeline to escape. The shut -off prevents water
from escaping. The Air Release Valve will then stay closed until more air accumulates.and the opening cycle will repeat automatically. The Air Release Valve
float shall be heavy stainless steel.
When SerieS:11DOA is specified, an APCO Butterfly Valve - wafer style shall: be supplied for isolationservice. The Butterfly Valve shall be freely interchange-
able without the need for special tools: The seat must be Buna -N, molded with a steel flanged ring inside for high strength and tight seating. The disc must
pivot eccentrically to minimize operating torque. The shafts must be stainless steel and double sealed with O -rings to prevent leakage.
The Custom .Combination Air Valve Series 1 BOD and Series 110OA shall be furnished completely assembled and pressure tested from the factory as a com-
plete unit ready for Installation on the pipeline.
All materials of Construction shall be certified in writing to conform to AS.T.M. specifications es follows:
Valve bodies Cost Iran ASTM Al 26 GR. B
.Shafts ` Stalnless steel ASTM A270
Seats Buna -N
Floats 'Stainless steel ASTM A240
Exterior primer Universal Metal Primer FDA approved for potable water
Valve to be Series 1Boo Custom Combination AirNacuum /Air Release Valve or Series IIODA Custom Combination Air/Vacuum /Air Release Valve with
isolation Butterfly Valve as manufactured by Valve & Primer Corporation, Schaumburg, Illinois, U.S.A.
Wom Ap
39 VALVE & PRIMER CORPORATION YAYE6PHUI[ �nAro IIEEUY [[ "s mm�ain,o UlAlpC UI.
1420 WRIGHT BLVD. • SCHAUMBURG, iL 60193-4599 W"Morr MM a olu['n ocrAmunrt,
j 047.524.9001) FAX:II47.524.9007 800.323.6969 wnL wn�nvr n [ nnoouct of umn nt ccm crwrsAm
Dwolsolm AIIC F6l ILllM"ATrv[ PUITC.:L OILY. PItAiG C�IIPIIW ALL W /OU�mrAl
•
e-mail: womA,touw &Pnwm Go�rortATC" EI —Erm. DCPA.In-11-
wehsitc: wrvw.apcavaives . eom
COMBINATION
AIR/VACUUM
w /AIR RELEASE VALVE
AIRIVACUUM
w/ AIR RELEASE
WiTH BUTTERFLY VALVE
r
1
i
3
JD* 2
a'
JiW4a
Building essentials
for a better tomorrow-
L01,31-11--ol
I
G RAVTP SEVV'R
ASTM D3034
SDR 35 and SDR 26
Ring-Tte" Joints 4" - 75"
AST I M F679
PS46and PS1 15
Jo' s t .18" 36":
Ring'Tite.. In.
GRa! /ETY SEWER
PRODUCT DESCRIPTION ......................... 2
SHORT FORM SPECIFICATION ....... ... ... ....... 5
DIMENSIONS AND WEIGHTS. . ..................... 6
FLOW/DISCHARGE CHARTS ....................... 8
E)/,7ERNAL LOADS ...... ...................... 10
DE FLECTION! AND TESTING ....................... 13
E 17-
INSTALLATION. ..................... ........ 17
FITTINGS AND ADAPTORS ........................ 24,
SHORT FORMI INSTALLATION GUIDE . . ...... ...... 25
\NARRANT................................... 26
PRODUCT DESCRIPTION
+SI ;AVER SEXIER PIPE AND FETINGS
DESCRIPTION
JM Eagle "' realizes the growing demand for an effective
all -out attack on water pollution, highlighting the need for
improved sanitary sewage collection systems. A modern
system needs pipe with improved design for reserve
strength and stiffness to increase load- bearing capacity -
all within the framework of maximizing sewer system
capacity at a reasonable cost. JM Eagle's Ring- Tite' PVC
sewer pipe is designed to meet this need.
LONG LAYING LENGTHS
The standard laying lengths of Ring - Tite'" PVC Sewer Pipe
are 14 and /or 20 feet. This means that more ground can
be covered during installation while eliminating the cost of
unnecessary joints.
JIV Eagle's Quality Management System is ISO 9001:2000
registered." Copies of the registration certificates are
available on our website at http. /1w1w1 r:jmeag /e.com.
,110 Eagle" is in the process of obtaining the ISO 90Oi-
2000 re;.Iistration of Quality l0anaganiani System for
all locations.
JM Eagle's Ring- Tite" PVC sewer pipe is unaffected by the
fluids found in ordinary domestic sewage. It is immune to
sewer gases and the sulfuric acid generated by the com-
pletion of the hydrogen sulfide cycle. It is also immune to
corrosive soils - both alkaline or acidic.
JM Eagle's Ring- Tite" PVC sewer pipe is suitable for con-
veying domestic sanitary sewage as well as certain indus-
trial wastes. For further information regarding the suitabil-
ity of PVC for conveying various chemicals, call our
Product Assurance Department at (800) 621 -4404.
QUALITY CONTROL
This pipe is tested in accordance with the provisions of
ASTM D3034 and ASTM F679 and subject to inspection
by our quality control inspectors throughout every step of
the manufacturing process.
ABRASION RESISTANCE
JM Eagle's Ring- Tite" PVC sewer pipe has excellent resis-
tance to abrasion, gouging and scouring, superior to that
of most common piping materials.
FLOW CAPACITY
This PVC sewer pipe's long laying lengths, smooth inte-
rior, and factory -made close tolerance joints, provides
a Manning "N" coefficient of .009. High- carrying capac-
ity makes the use of flatter grades or smaller diameter
pipe possible.
GRAVITY SEWER
CORROSION RESISTANCE
APPLICATIONS
SAVE IN HANDLING COSTS
JM Eagle's Ring -Tite PVC Sewer pipe is designed for
installed -cost savings. Most sizes can be handled manu-
ally, so there is no need for costly installation equipment.
Use the backhoe for excavating and backfilling only. Dig
more trench, lay pipe faster, and save more in cost per
foot installed.
FIELD CUTTING AND BEVELING
You can cut Ring - Tite'" PVC sewer pipe with a power
saw or an ordinary handsaw. This eliminates the need
to invest in costly cutting equipment. The pipe can also
be beveled without the use of any expensive or compli-
cated machinery,
LIGHT WEIGHT
A 14 foot length of E" SDR 35 Ring- Tite" PVC sewer pipe
weighs approximately 55 pounds. That makes it easy to
load, easy to transport, and easy to handle. Installers
prefer It because it goes into the ground quickly - thus
saving on installation costs.
SERVICE LIFE
Since PVC does not corrode and is resistant to most
chemicals, this pipe does not lose strength due to either
sewer gas corrosion or external galvanic soil conditions.
The design of the pipe allows for a long -term deflection
of 7.5:5, without failure or damage.
INSTALLATION
This product should be installed in accordance with
JM Eagle'" Publication JME -05B, "Gravity Sewer
Installation Guide."
GRAVITY SEWER O.D.
Available in 4" through 36" diameter sizes, this pipe
can be connected directly to most existing sewer
equipment. It can also be connected into I.P.S., cast/
ductile iron pipe and fittings with adapters and /or tran-
sition gaskets,
r r
ke-I V�, ��'eYJc "�fi ''l+
GRAM
Sninat pipe ends are supplied
ictory with bevels.
an integral part of the
with the same strength.
PRODUCT DESCRIPT
RIIQG -TITS" JOINTS WITH LOCKED -IN GASKETS
JM Eagle's Ring- Tite" joint can be assembled quickly.
Seated in a deep groove, the flexible elastomeric Bieber"''
gasket provides a tight seal that protects the line from
shock, vibration, earth movement, and compensates for
expansion and contraction of pipe lengths. There's no field
mixing or application of cement. It's a simple push together
joint that remains tight under normal operating conditions.
The factory installed Riebere' gaskets provide a tight, flex-
ible seal, that resists rolling during installation. Special
gasket types are available for use with certain chemical
and petroleum products. Spigot pipe ends are supplied
from the factory with bevels. The bell is an integral part of
the pipe length with the same strength. Joints meet or
exceed ASTM D3212 for joint tightness, including a 22 in,
Hg vacuum and a 25 feet of Head Pressure test.
Nate: Gihor type.;, of mskel. maay be prp. =e. Jh? ladle "' is tr'.
fhe pr:_:as. :>i c.;arr;t;rtin l cill cps! led prodw%tS to the Reber'
ring na skel.
re;are! trademark c }f Ti sprt�rir�Ity Pr ;rrduc�t:; In .
RING TITE "' JOINT
; RAVFFY SErNEP
ACCESSORIES
JM Eagle's Ring- Tite" PVC sewer pipe is compatible with
all the items required for smooth installation of sewer and
industrial waste pipelines.
"Looked -in" Riebera gasket provides tight,
flexible seal. Meets requirements of ASTM
03212 - Joints for Drain and Sewer Pipes
using Flexible Elastomeric Seals.
SHORT FORM S°ECIF-ICATIO
GRAVITY SEWER PIPE AND FITTINGS
SCOPE
This specification designates general requirements for 4"
through 36" unplasticized polyvinyl chloride (PVC) plastic
Gravity Sewer pipe with integral bell and spigot joints for
the conveyance of domestic sanitary sewage as well as
certain industrial wastes.
MATERIALS
All pipe and fittings small meet the requirements of ASTM
D3034 for 4" through 15" SDR 35/26 and F679 for 18"
through 36" 46PS/115PS sewer pipe. The pipe shall be
colored green for in- ground identification as sewer pipe.
All pipe shall be made from quality PVC resin, compound-
ed to provide physical and mechanical properties that
equal or exceed cell class 12454 or 12364 as defined in
ASTM D1784.
LONG LAYING LENGTHS
Standard laying lengths shall be 14 feet and /or 20 feet for
all sizes.
PIPE
All pipe shall be suitable far use as a gravity sewer conduit.
Provisions must be made for expansion and contraction at
each joint with an elastomeric gasket. The bell shall consist
of an integral wall section with a solid cross section Rieber®
elastomeric gasket which meets the requirements of ASTM
F477. Gaskets are factory assembled and securely locked
in place to prevent displacement during assembly. The joint
design shall meet requirements of ASTM D3212 under both
pressure and 22 in. Hg vacuum. Size and dimensions shall
be as shown in this specification.
Pipe installation and usage shall be in compliance with
the JIM Eagle'" Publication JME -05B, "Gravity Sewer
Installation Guide."
FITTINGS
All fittings and accessories shall be as manutactured and
furnished by the pipe supplier or approved equal and have
bell and /or spigot configurations compatible with that of
the pipe.
PIPE STIFFNESS
Minimum "pipe stiffness" (F /A at 5% deflection shall be 46
psi for SDR 35 and 115 psi for SDR 26 for all sizes when
tested in accordance with ASTM D2412, "External Loading
Properties of Plastic Pipe by Parallel -Plate Loading."
DROP IMPACT TEST
A 6" length section of pipe shall be subjected to impact
from a free falling tup (20 -1b Tup A and flat plate holder B
for 4" - 15 ", and 20-lb or 30 -lb Tup B and flat plate holder
B for 18" - 36 ") in accordance with ASTM D2444.
_ There shall be no visible
evidence of shattering
4 150 or spfrtting when the
210 energy is imposed.
1.0 - 36. ` .220
JOINT TIGHTNESS
Two sections of pipe shall be assembled in accordance
with the manufacturer's recommendations. Joint shall be
tested in accordance with ASTM D3212, "Joints for Drain
and Sewer Plastic Pipe Using Flexible Elastomeric Seals"
under 25 feet of Head Pressure and 22 in. Hg vacuum.
FLATTENING
There shall be no evidence of splitting, cracking, or break-
ing when the pipe is tested as follows:
Flatten specimen of pipe, six inches long between parallel
plates in a suitable press until the distance between the
plates is forty percent of the outside diameter of the pipe.
The rate of loading shall be uniform and such that the com-
pression is completed within two to five minutes.
INSTALLATION
Product should be installed in accordance with JM Eagle"
Publication JME -05B, "Gravity Sewer Installation Guide."
GRAVITY SEWi_,R r
DlMEl"'\'lS101NlS AND WEIGHTS
1 -3 U I =
, UBPAITTAL ANE DATA SIVIEET
4.215
3.975
0.120
3.50
4.695
1.05
6.275
5.915
0.180
4.26
6.995
2.36
BAOD
7.920
.0.240
4.75
.9.360
4.24
10.500
9.900
0.300
6.00
11.700
6.64
12.500
11.780
0.360
6.25
13.940
9.50
15.300
14,426
i0.437
7.25
17,048
14.19
4.215
3.891
0.162
3.50
4.863
1.40
6.275
5.793
0.241
4.25
7.239
3.11
8.400
7.754
0323
4.75
9.692
6.63
10.500
9,692
0.404
.6.00
12.116
8.84
12.500
11.538
0.481
6.25
14.424
:12.56
15.300
14.124
0.588
7.25
17:652
18.90
'gum �i M
.0
IM" jr
1 1. 1 1
rEl"a,
Fit
Mill l.
M Im
18.701
17.629
0A99
8.00
.20.845
21.43
22.047
20.783
0.588
9.50
.24-575
29.88
24.803
.23.381
0.661
9.60
27.647
38.96
27.953
.26.351
'0.745
10.10
31.157
49.47
32.000
.30.194
:0.853
16.75
35.612
64.18
38.300
36.042
1.021
19.02
.42.816
44,500
41.948
1.187
22.43
49.604
50,800
47.888
1.355
24.78
56.624
LT P
117MMUM UR H-NO •
lop
I"
Ml ICI -
g ilm v
M
!Pill
ri R
ON.-
I
18.701
17.261
:0.671
8.00
21.581
28.49
22.047
20.349
0.791
9.50
25,443
--
24.803
22.891
0.889
9.60
28.627
27.953
25.799
1.002
10.10
32.261
32.000
29.070
1.1 48
16.75
36.348
38.300
35.464
1.373
19.02
45,438
44.500
41.072
1.596
22.43
51.356
50.800
46.886
1,822
24.78
58.628
f-:) GRAVITY SEWER
D I M LE N 1 0 N S
SUSIVHTTAL AND E)ATA SHRET
AND VVEIGHTS
I.D.: Inside Diameter
O.D. : Outside Diameter
T.: Wall Thickness
DO : Bell Outside Diameter
E: Distance between Assembly Mark to the end of spigot.
GRAVITY SEWER
Ass ......... . ......... . .
matt;
FLOW/DISCHARGE CH A �RTS
0.001
0.99
0.08
54.69
0.001
2-04
1.53
990.Be
0.002
1.40
0.12
77,35
0.002
2.09
2.17
1,407.32
0.003
1.71
0.15
94.73
0,003
3.54
2.66
1,716.26
EON
196
0.17
109.3B
ION
4.08
.3.07
1,981.77
0.005
2.21
0.19
1 22.2B
0,005
4.57
3.43
12
0.006
:2.42
0.21
133.97
0.006
5.00
3.76
2,427.16
0.007
2.62
0.22
144.70
0,007
5.40
4.06
.2,621.63
0.008
2.8D
0.24
154.69
0.008
5.77
4.34
2,802.64
0.009
2.97
0.25
164.07
0.009
6.12
4.60
2,972.65
.0.010
3.13
0.27
172.95
0.010
6,46
4.85
3,133.45
0.001
1.29
0.24
157.83
0.001
.234
2.63
- 1,701.09
0.002
1.B2
0.35
223.21
0.002
3.31
3.72
2,405.71
0.003
2.23
0.42
273.38
0.003
4.05
4.56
2,946.38
0.004
2.58
0.49
315.67
0.004
4.67
526
3,402.19
0.005
228
055
.352.93
0.005
5.23
5.89
3,803.76
6
0.006
3.15
0.60
385.61
0.006
.5.72
6,45
4,166.81
0.007
3.41
0.65
417.59
D.007
6.18
6.96
4,500.67
0.008
3.65
0.69
446.42
0.008
6.61
7.44
4,011.42
0.009
3.87
:().73
473.50
0=9
7.01
7.90
5,103.28
0.010
4.08
0.77
499.11
0.010
7.39
B.32
5,379.33
0.01
1.57
0.53
343.77
:0.001
2-67
.4.49
:2,903.56
0,002
2.22
'0.75
466.17
0.002
3.78
6.35
4,106.25
0.003
2.71
0.92
595.43
MID3
4.63
7.78
5,029.11
0.004
3.13
1.06
687.55
0.04
5.34
B.B9
5,807.12
0.005
3.50
1.19
758.70
0.005
5.97
10.05
6,492.56
B
0.006
3.134
1.30
B42.07
18
.0.006
BrA
1 1.OD
7,112.24
0,007
4.15
1.41
909.54
0.007
747
11.89
7,02.10
0.000
. 4.43
150
.972.34
0.008
7.56
. 12-71
5,212.51
0.009
4.70
1.60
1,031.32
o.a09
B.01
13A8
8,71 0.6B
0.410
4.95
IM
1,087.11
0.010
B.45
1421
9,1 81.86
0.001
1.82
0.96
623.30
D.OD1
.2.9B
6.97
4,503.45
0,002
2.57
1.36
BB1.48
0.002
422
9.85
5,358.83
0.003
3.15
1.67
1,079.59
0.003
5.16
12.07
7,800.20
0.04
3,64
1.93
1,246.60
().004
5.96
13.94
9,006'89
0.005
4.07
2.16
1,393.74
0.005
6.67
15.58
10,070.01
ID 0.006
4.45
:2.36
1,526.77
21
0.00B
720
17.07
11,031.14
0.907
4.B1
..255
1,649.10
0.007
7.89
18.44
11,915.00
0.006
5.14
2.73
1,762.96
0.008
B.43
19.71
12,737.67
0.009
5.45
2.89
1,869.91
0.009
8.94
20.90
13,510.34
0.010
5.75
3.05
1,971.05
0.010
9.43
22.03
14,241.14
"RAVITY SEWER
rl IF V, - sm,
0.001
3.22
9.64
6,765.35
.0.01
3.78
1 8,04
11,657.79
0.002
4.56
1 3,49
8,712.12
:0.002
5.35
:25.51
16,486.60
.5.59
16.52
1 o,578.70
x.003
OM
.3124
20,191.88
0.004
6.45
19.08
12,330.70
0,004
7.56
36.08
23,315.57
0.005
7.21
21.33
13,786.15
0.005
8.46
40.33
26,057.6D
24
30
0.008
7.90
'23.37
15,101.97
0.005
.9.26
44.18
28,555.63
0.007
8.53
25.24
16,311.99
0,007
10.00
.47.72
.:30,843.61
0.008
9.1
26.98
:17,438.25
-10.69
51.02
32,97320
0.009
9.67
. 28.62
18,496.05
0.009
:11.34
54711
34,973.36
0.010
10.20
30.17
19,495.55
0.010
11.95
57.04
36,B65.16
D.DD1
3A9
13.12
:8,481.06
0 001
4.39
3270
21,136.17
D.002
4.94
7 H.5fi
11,994.03
0.002
:621
4525
29,891.05
0.003
5.05
22.73
14,689.E3
0,003
7.6D
56.64
35,60831
0.004
6.98
26.24
16,962.12
0.0041
E.70
65.41
42,272.33
0.005
7.81
29.34
18,964.23
0J305
9.81
73.13
47951.91
36
D.006
8.55
32.14
20,774.27
omu
10.75
'80.11
51.772.82
0.007
9.24
34.72
22,438.78
0.007
11.61
0652
55,921.04
D.DOB
9.BB
37.12
23,988.07
0.008
12.41
92-50
59,792.11
D.QD9
10.48
39.37
25,443.19
0.009
13.16
99I11
63,408.50
0.01 1)
11.04
41.50
26,819.47
0.010
13.67
103.42
66,838.43
-3RAVI'l S�\AJER
BACKGROUND
Loads imposed on buried conduits have, in past practice,
been calculated by using the Marston load formula. For
trench loads, Marston has a formula for rigid pipe and
another formula for flexible pipe. It is important to recog-
nize that under identical conditions of burial, the soil load
generated on a flexible conduit is less than the load gen-
erated on a rigid conduit. The comparative load on a rigid
conduit verses the load on a flexible conduit is expressed
as the ratio of trench width to the flexible pipe O.D, By
definition, a flexible conduit is one which will deflect
before reaching failure.
MARSTON'S FORMULAS FOR SOIL LOADS
Rigid Pipe W = Cd w Bd'
Flexible Pipe W = Cd w BcBd
Where: W = Load on pipe (Ib /lin ft)
Cd = Load Coefficient
w = Soil unit weight (lb /ft')
Bd = Ditch width (ft)
Bc = O.Q. of pipe (ft)
PRISM LOAD
Although loads imposed on buried conduits have been
calculated by using the Marston load formulas for rigid and
flexible pipe, it has been determined that the Marston for-
mula for flexible pipe may not determine the maximum long
term load, The "Prism Load" formula is more conservative.
"Prism Load" refers to the weight of the column of soil
directly above the pipe. When the prism load is used, pre-
cautions in keeping the trench narrow are unnecessary for
a flexible pipe installation. The important thing is to com-
pact the haunching material from the pipe out to the undis-
turbed trench walls,
PRISM LOAD: Pv = wH (Ibs /ft')
Where: Pv = Pressure at the top of the pipe due to the
weight of the soil (lb /ft=)
w = Soil unit weight (lb /ft')
H = Depth from top of pipe to top of ground (ft)
LIVE LOADS
Live loads imposed on buried conduits from traffic must
also be considered in a design and become more impor-
tant at shallow depths. The soil load and live load must be
added to determine the total external load on a buried con-
duit. This combined load should be used for design. Figure
1 illustrates the magnitude of soil and live loads separately
and also charts the magnitude of the combined or total
loads, The curves in Figure 1 apply only for H2O highway
loading and a soil weight of 120 Ibs /cu ft.
At shallow depths of cover (less than 3 feet), flexible conduits
can deflect and rebound under dynamic loading conditions
if the trench width is not sufficiently bridged. Therefore, for
shallow installations under flexible road surfaces (between 1
and 3 feet), JM Eagle" recommends Class I" material be
used in the pipe zone and up to the road elevation. This
recommendation is not meant to conflict with the design
engineer's specifications as his specifications will govern,
See page 16 for definition of class I male rial.,.
H2O Highway Load*
Figure 1
16
-- 14 120 lb/cu ft
CU
a
1A
12
> 10 EN
0
pact
B.
o�
6
cn
Z 41'I
2
0 500 1000 1500 2000
Pv Vertical Soil Pressure (Ibs/ftz)
Live load applied on assumed ar -ea of 36" x "0 ".
Note: To ccoriv'erl verilcal BUII presstJre 1!7 ioad 01
pounds per linear loo; - rrnlltipl by (1D, o� pipe it)
SEWER
PRISM LOAD ON FLEXIBLE PVC SEWER PIPE (LB /LIN FT)
TJ�SL.E
100
105
157
210
.263
313
.383
466
551
620
699
787
984
110
116
173
231
289
344
421
514
606
682
769
866
1083
120
126
188
252
315
375
459
561
.661
744
839
945
1181
130
137
204
.273
341
406
497
508
717
.,805
:90B
1024
1280
100
141
209
:280
350
417
510
623
735
827
932
1050
1312
110
155
230
308
385
458
561
686
808
909
1025
1155
1444
120
169
:251
.336
420
500
61.2,
748
882
992
1118
1260
1575
130
183
272.
,364
455
542
663
810
.955
1075
1211
1365
1706
100
176
261
350
438
521
63B
779
919
1033
1165
1312
1640
110
.193
288
385
481
.573
701
:857
1010
1137
1281
1444
1804
120
211
:314
420
525
625
765
:935
1102
1240
1396
1575
1969
130
228
340
455
569
677
829
1013
1194
1343
1514
1706
2133
100
211
314
420
525
625
765
935
1102
1240
1398
1575
1969
110
232
345
462
578
688
842
1029
1213
1364
1537
1732
2165
120
253
377
504
630
750
918
1122
1323
1488
1677
1890
2362
130
274
406
546
683
813
995
1 216
1433
1612
1817
2047
2559
100
246
366
490
613
729
893
1091
1286
1447
1631
1837
2297
110
270
403
539
674
802
982
1200
1415
1592
1794
2021
2526
120
295
439
588
735
875
1071
.1309
1543
1736
1957
2205
2756
130
320
476
637
796
948
1160
1418
1672
1881
2120
2388
2986
100
1 1 281
416
560
700
833
11020
1247
1470
1654
1864
2100
2625
110
309
460
-.616
:770
91.7
1122 - .'1371
1617
1819
2050
2310
2887
120
337
502
672
840
1000
1224'
1496
1764
1984
2236
'2520
3150
130
365
544
72B
910
1083
1326
1621
1911
2150
2423
2730
3412
100
316
471
630
788
938
1148
1403
1554
1860
2096
2362
2953
110
348
518
693
866
1031
1262
1543
1819
2046
2306
2598
3248
120
379
565
.756
945
1125
1377
1583
1984
2232
2516
2835
3543
130
411
.612
819
1024
1219
1492
1823
2150
2418
2725
3071
3839
100
351
523
700
875
1042
1275
1558
1837
2067
2329
2625
:3281
110
386
575
770
963
1146
1403
1714
2021
.2274
.2562
2887
3609
120
422
628
840
1.050
1250
1530
1870
.2205
2480
2795
3150
3937
130
457
680
910
1138
.1354
1658
2026
2388
2687
3028
3412
4265
100
386
575
770
963
1146
1403
1714
2021
2274
2562
2887
3609
110
425
633
847
1059
1260
1543
1886
2223
2501
2819
3176
3970
120
464
690
924
1155
1375
1683
2057
2425
2728
3075
3465
4331
130
502
748
1001
1251
1490
1823
2229
2627
2956
3331
3753
4692
100
422
628
B40
1050
1250
1530
1870
2205
2480
2795
3150
3937
110
464
690
924
1155
1375
16B3
2057
2425
2728
3075
3465
4331
120
506
753
1008
1260
1500
.1836
2244
2546
2976
3354
3780
4724
130
548
816
1092
1365
1625
1989
2431
2866
3224
3634
4094
5118
100
457
680
910
1138
1354
1658
2026
2388
2687
3028
3412
4265
110
502
748
1001
1251
1490
1823
2229
2627
2956
3331
3753
4692
120
54B
816
1092
1355
1625
1989
2431
2866
3224
3534
4094
5118
130
594
864
1183
1479
1760
2155
2634
3105
3493
3937
4436
5545
100
492
732
:980
1225
1458
.1785
2182-
2572
`2894
3261
3675
4593
110
541
805
1078
1348
1604
1964
2400
2829
31
3587
4042
5052
120
590
879
1176
1470
1750
2142
2518
3067
3472
3913
4409
5512
130
639
952
1274
1593
1896
2321
2836
3344
3762
4240
4777
5971
GiRAVIT'Y SEWER i 1
E)XTERNAL LOADS
PRISM LOAD ON FLEXIBLE PVC SEINER PIPE (LB /LIN FT)
*TABLE 1 (C0IJ T INLscCi)
100
527
784
1050
1313
1563
1913
2338
2756
3100
3494
3937
4921
110
580
863
1155
1444
1719
2104
2571
3031
3410
3844
4331
5413
120
632
941
1260
1575
1875
2295
2805
:3307
3720
4193
4724
5906
130
6B5
1020
1365
1706
:2031
2486
3039
3583
4030
4542
5118
6398
1.00
552
.837
1120
1400
`1657
2040
2493
2940
3307
3727
_ 4199
5249
110
618
920
1232
1540
1833
.2244
2743
3234
3638
4100
4619
5774
120
674
1004
1344
1680
2000
2448
2992
3528
3968
4472
5039
6299
130
731
1086
1456
1820
2167
2652
3242
3821
4299
4845
5459
6824
100
597
889
1190
1488
1771
2168
2649
3123
3514
3950
4462
5577
110
657
978
1309
1636
1948
2384
2914
3436
3885
4356
4906
6135
120
717
1067
1428
1785
2125
2601
3179
3748
4217
4752
5354
6593
130
776
1156
1'547
1934
2302
2818
3444
4060
456B
5148
5801
7251
100
632
941
1250
.1575
1675
2295
2805
3307
3720
4193
4724
5906
110
695
1035
1386
.1733
2063
2525
30B6
3638
4092
i4612
5197
6496
120
759
1130
1512
1890
2250
.2754
3366
396B
4465
5032
.5669
7087
130
822
1224
:1538
2048
243B
.2984
. 1 3547
4299
4837
5451
6142
7677
100
667
994
1330
1563
1979
2423
2961
3491
3927
4426
4987
6234
110
734
1093
1463
1829
2177
2565
3257
3840
432D
4868
5485
6857
120
801
1192
1596
1995
2375
2907
3553
4189
4713
5311
5984
7480
130
868
1292
1729
2161
2573
3149
3849
4538
5105
5754
6483
8104
100
703
1046
1400
1750
2083
2550
.3117
3675
4134
4659
5249
6562
110
773
1150
1540
1925
2292
2805
3429
4042
4547
.5125
5774
7218
120
843
1255
1680
2100
2500
3060
3740
4409
4951
5591
6299
7874
130
913
1360
1820
2275
2708
3315
4052
4777
5374
6056
6824
8530
100
738
1098
1470
1836
2188
2678
3273
3858
4341
4892
5512
6890
110
611
1208
1617
2021
2406
.2945
3600
4244
4775
53B1
6063
7579
120
885
1318
1764
2205
2625
3213
3927
4630
5209
5870
6614
8258
130
959
1428
1911
.2389
2844
3481
4254
5016
5643
6359
.7165
8957
100
773
1150
1540
1925
2292
2805
.3429
4042
4547
5125
5774
7218
110
850
1265
1694
2118
2521
3086
3771
4446
5002
5637
6352
7940
120
927
1381
1848
2310
2750
3366
4114
4850
5457
6150
6929
8661
130
1005
1496
2002
2503
.2979
3647
4457
5255
5911
5562
7507
93B3
100
608
1203
1610
2013
2396
2933
3584
4226
4754
5356
6037
7546
110
889
1323
1771
.2214
2635
3226
3943
4648
5229
5693
6640
8301
120
959
1443
1932
2415
2875
3519
4301
5071
5705
6429
7244
9055
130
1050
1564
2093
2616
3115
3812
4660
5493
.6180
6965
7848
9810
100
843
1255
'9680
'2100
2500
3060
3740
4409
4961
5591
6299
7874
.110
927
1381
1846
2310
2750
3366
4114
4850
5457
6150
6929
8661
120
1012
1506
2016
2520
3000
3672
4488
.5291
5953
6709
7559
9449
130
1096
1632
2184
2730
3250
3978
4862
.5732
6449
7268
8189
10236
100
878
1307
1750
2188
2604
3188
3896
4593
5167
5824
6562
8202
110
966
1438
1925
2406
2865
3506
4286
5052
5684
6406
7218
9022
120
1054
1569
2100
2625
3125
3825
4675
5512
6201
6986
7874
9843
130
1142
1699
2275
2844
3385
4144
5065
5971
6717
7571
8530
10663
12 GRAJIlY SEVVER
DEFLECTION AND TESTING
Deflection is defined as the change in vertical inside diam-
eter of a flexible conduit when subjected to a vertical load.
The amount of deflection that will occur in any flexible
conduit is a function of three factors:
1. Pipe Stiffness (F /Ay)
2. Soil Stiffness
3. Load on the pipe
It is important to recognize that flexible conduits perform
differently in the ground than they do under laboratory flat
plate loading. The interaction of pipe stiffness and soil
stiffness combine to give flexible conduits a high effective
strength when buried.
METHODS FOR PREDICTING PIPE DEFLECTION
The most commonly used approach in predicting deflec
tion has been the modified "Iowa Deflection Formula."
Modified Iowa Formula:
DLKWr
Ay= EI +.061 E' r'
Where:
Ay = vertical deflection (inches)
DL = lag factor (1.5 maximum)
K = bedding factor
W = earth load (lb /in)
r = mean radius ( OD — 1 ) (in)
2
E = PVC modulus of elasticity (lb /in -)
I = moment of inertia t'/12 (in')
E' = soil modulus (lb /in Z )
t = minimum wall thickness
Although considered a conservative approach, consider-
able variation in predicted deflection will result depending
upon the choice of empirical constants E', K and DL.
Empirical methods of predicting deflection have evolved in
recent years, which eliminate the guesswork inherent in the
Iowa method. When design is based on actual laboratory
tests and previous field measurements, it is unnecessary to
know the actual load acting on the pipe or the soil stiffness.
Thus an installation can be designed with a known factor
of safety provided enough empirical data is available.
To accommodate the problem of having to establish data
for the number of trench widths that are found in the field,
the prism load was chosen because it represents the
maximum loading condition on a flexible pipe. Time lag to
account for future settlement of the backf ill can be includ-
ed by choosing long term values of deflection.
JIM Eagle" has developed, through laboratory tests and
actual field data, the maximum long term deflection chart,
Figure 2, shown on page 15. This chart eliminates the
guesswork in predicting deflection and gives the design
engineer a quick ready reference. This chart is for PVC
SDR 35 and SDR 26 Heavy Wall Sewer pipe. The values
given for deflection limits are the ultimate long term deflec-
tion that will occur in a particular soil class having a given
density (compaction) in the haunching area of the pipe
zone for various heights of cover (feet).
G AV11Y SE_VVEF t ;
DEFUE:CTION A ND TESTING
MA" IMUM LONG TERRA DEFLECTION
1. Where live loads are not a factor or not involved in the total external load on the pipe, the charts can be used directly to
determine the limit of the maximum long -term deflection of the PVC pipe.
Example: If an 8" PVC SDR 35 Sewer Pipe is installed in Class IV material, having 8596 compaction in the pipe zone and
with 12 feet of cover, what will be the maximum long term deflection limit?
Answer: Pipe will never deflect more than 5% (color code - dark blue)
2. Where live loads must be considered, first, determine the combined total external load on the pipe. Next, determine the
equivalent prism load (without live load) for the particular pipe size involved using the table of prism loads, Table 1. Read
across to the left for the height of cover (ft) for the equivalent prism load, Using this height of cover with the bedding
class and proctor density, enter the maximum long term deflection chart, Figure 2, to determine the maximum long term
deflection limit.
Example: If a 12" PVC SDR 35 Sewer Pipe is installed in Class III material, having 65 0 /b compaction in the pipe zone, with
3 feet of cover, and 120 Ibs /ft soil, and H -20 (highway load) live load are imposed on the buried pipe, what will be the
maximum long term deflection limit?
Answer: 1. The combined (dead and live) load on the pipe will be approximately 1000 Ibs /ft or 1000 x 1 ft (pipe diameter
in feet) = 1000 Ibs /lin ft (per Figure 1). 2. Enter table of prism loads (Table 1) under column 12 - Pipe Diameter (inches) - and
read down until nearest figure to 1000 is reached, across from soil wt. of 120 lbs/ ft. In this case, 1000 appears opposite
120 Ibs /ft 3 and 8 ft - height of cover. This represents the equivalent prism load for the combined (dead and live) load given
above. 3. Now enter maximum long term deflection chart and read the maximum long term deflection color code for Class
III bedding classification, 65% density, and 8 ft of cover, Dark blue - maximum long term deflection will not exceed 5 %.
In working with these charts, it becomes apparent that:
1. Soil density in the pipe zone plays a greater role than soil type in the control of deflection in buried flexible conduits.
2. The amount of deflection is independent of pipe size, providing all pipe sizes are of the same pipe stiffness. Pipe size
does not appear in the chart for maximum long term deflections.
Note:
Deflection values shown do not include effect of live load or longitudinal bending.
1. No length of pipe installed under conditions specified will deflect more than is indicated; the pipe will deflect less
than the amount indicated if specified density is obtained.
2. External loading based upon soil weight of 120 Ibs per cubic foot.
3. Deflections predicted are based upon pipe which was initially circular prior to installation.
Actual deflections may differ because of initial out of roundness caused by storage and /or handling. These variation,
should be taken into account when measured deflections are compared with those in the table,
4. Bedding classifications are as indicated on page 14 and correspond to ASTM D2321,
5. Deflections listed in Figure 2 are maximum long term values. The suggested maximum long term value is 7.5 percent
which is approximately equal to a 5 percent initial deflection.
6. Initial deflection is deflection taken within the first 24 hours after trench is backfilled.
<: c;R AV I I'Y SEWER
MAXIMUM LONG -TERM % DEFLECTION OF PVC PIPE
FIGJRE 1 PIPE- ST! > 'I1 ►:psi
GIRAW Y SEVV -R 1 r.
r1
•• i•
•
•
/ 1 1
gt
33t 1
I ]q; a 7'yt.k r +e t prRJ•e ..1`�a I S L4 4sN Y .C.l.'.,iL' =i _ _
`' � ��" �s` `� �'�ti {{ i`•� "tti� t . r 3 c� !`-s'� ���� �a W'`'g�� „ e !r '�� �-1 i t,� " � q�; �� t i p i 1 5 :; �;.M
I,....:3G
> , � 1 r T� 9y1" ax �,t � { A { Pr
�a
• •' - f
!!
•i i•
•
i
1 1
s }� �}��p ,7
t i 1&ti � R� � ,� ' �� �.. r `4 �i�" 6 * ?l le, T� il.
y
� 1 � {' � � r, 1 'SSG° �` I � r °t ��'d" j44 {... A �. 735�.i' "' f !Y ? `r• �+ s5 l �� � ��.7 4 °� � t i �.
i
• i
�r ri °: S AM �Sr
yy�{{ sos.", iS sF @ B I
➢'SG:ihL•4t :fM L ii_.TYlM _FS�� v lttl' x.lit �6dAYn- atxy�FeEin..0 ���inhi. c:w3i ?I:F:R :L:.:II'J4W �d� �ie
F S�yxG.I.:
ry�.�..S��3h
�. �s�., -, s�..F>•.. „mot,....., � _..h)n:v.� a �34t ��'.?wI �.� ^3 't
_ ,
r ,
m
�
GIRAW Y SEVV -R 1 r.
DEFLECTION AND TESTING
F JRE
GRAVITY SEWER DEFLECTION BY DEPTH OF BURIAL: : t
c
0
U
a�
m
0
7.000
6.000
5.000
4.000
3.000
2.000
1.000
I J
0.000 5.0 10.0 15.0 20.0 25.0 30.0 35.0 4U.0 45.0 50.0
— DR35
— DR26
Deflections computed using a unit weight of backfill at 120 Ibs /cft and assume no internal pressure or live load.
Pipe embedment used in calculations is Class 1, 2, 3, or 4, as defined in ASTM D2321 with appropriate compaction to
achieve an E' =1000 psi. (see page 18 - 19)
t Based on calculation methods and design tables set forth by the Uni -Bell® PVC Pipe Association, "Handbook of PVC Pipe
Design and Construction."
DEFLECTION TESTING - WHEN IS IT NEEDED ?
JIM Eagle's position on deflection testing is that routine measurement of deflection of installed PVC sewer pipe (SDR 35/26),
is totally unnecessary and uneconomical - a superfluous added construction cost for PVC sewer pipe installations. This posi-
tion applies to all routine deflection testing whether performed by the "Go -No Go Gauge" method for compliance to maximum
T /;Cl _ L deflection limits or by instruments which
measure and record actual pipe deflec-
tions. When recommended installation
1.:� . ., an:1i"'rf P�I:;r'• [i.. l�,filiAl ,1 i .r, I .
4. a ,i fl i l�I, - 7� t -
. {c.l t ,aa• ra �., r' l #.1.. practices are followed, including required
�t S:! r,:r� �m;�; t ^ ; t:vitG� tEd,:;ii ' f��u r:1 »,.:nii:tt� it�t�M � ltttt: nutty .f 1 1® r,
' 100 24.0 11,7 compaction in the haunching area, pipe
NO NCE= = 150 16.0 7.8 deflection will not exceed our recom-
200 12.0 5.9
mended long term deflection limit of
:..:.. -..
' ' a ,
7.5 ro. At this deflection limit, the PVC
o 250 9.6 4.7 SDR 35 sewer pipe will have a minimum
300 8.0 3.9 factor of safety of 4" deflection failure.
Proof of this position is that more than
500,000,000 feet of PVC sewer pipe are performing satisfactorily in the field today. On the other hand, where improper instal-
lation practices are known or suspected, questionable bedding materials are employed and /or installation conditions are
severe, deflection testing of these sections of the sewer pipe installation should be considered advisable by the engineer,
1 6 GR.,VI'11' 'SEWE=R
INSTALLATION
PIPE ZONE TERMINOLOGY
bin -12 in I
Initial
Springline
` backfill
Pipe of pipe `
zone — ` Embedment
Haunching Material
Bedding
max. 6 in
Foundation
(may not be requaeo)
PREPARATION OF THE TRENCH BOTTOM
The trench floor should be constructed to provide a firm,
stable, and uniform support for the full length of the pipe.
This can be accomplished by bringing the entire trench
floor to a level grade and then creating bell holes at each
joint to permit proper joint assembly, alignment, and sup-
port. Portions of the trench that are excavated below grade
should be retumed to grade and compacted as required to
provide proper support. If the native trench soil is not suit-
able for the pipe bedding, the trench should be over exca-
vated and refilled with suitable foundation material as
specified by the engineer, A cushion of acceptable bed-
ding material should always be provided between any hard
foundation and the pipe. Large rocks, boulders, and
stones should be removed to allow a minimum of 4 inches
of soil cushion on all sides of the pipe and accessories.
PIPE LAYING
Proper implements, tools, and equipment should be used
for placement of the pipe in the trench to prevent damage.
Avoid dropping pipe and accessories into the trench, as
this may cause damage that is not easily detected.
Additional handling instructions may be sought from our
product installation guides or by contacting JM EEagle ".
In general, pipe laying should begin at the lowest point
and work toward manholes, service branches, or clean -
outs. Pipe bells can be laid in either direction, upstream
or downstream without any significant hydraulic loss,
However, common practice is to lay the bells in the direc-
tion of work progress to ease installation. Additionally, by
inserting the spigot into the bell rather than pushing the
bell over the spigot, the risk of soil or rubble being
scooped under the gasket is reduced. If pipe laying is
interrupted or halted, the exposed ends of the pipe line
should be closed to prevent the entrance of trench water,
mud, and foreign matter.
BEDDING
Bedding is required primarily to bring the trench bottom
up to grade, Bedding materials should be placed to pro-
vide uniform longitudinal suppor under the pipe to pre-
vent low spots. Blocking should not be used to bring the
pipe to grade. Bell holes at every joint will allow for the
joint to be assembled properly and maintain adequate
support. Under normal circumstances a bedding of 4 to 6
inches is sufficient.
HAUNCHING
The most important factor in assuring proper pipe -soil inter-
action is the haunching material and its density. This mate-
rial provides the majority of the support that the pipe
requires to function properly in regards to performance and
deflection. This material should be placed and consolidated
under the pipe haunches, the area of the pipe between the
Springline and the bottom of the pipe, to provide adequate
side support to the pipe. In doing so, proper control should
be exercised to avoid vertical and horizontal displacement
of the pipe from proper alignment. if the bedding material is
course and contains voids, the same course material
should also be used for the haunching. In order for the
haunching to provide adequate support, it must be con-
solidated at regular intervals to the springline of the pipe.
GRAVITY SEA %'Jl_R 17
INSTALLATION
INITIAL BACKFILL
This portion of the pipe embedment begins at the spring -
line of the pipe and extends to some predetermined dis-
tance above the top of the pipe. Since little to no side
support is derived from the soils placed in this area, native
soils may be used without any special compaction efforts.
However, if other structures are present such as, road-
ways or buildings, their foundation requirements may
require that this soil be consolidated. The main purpose of
the placement of this native material is to protect the pipe
from contact with falling rocks or other impact loads that
may occur when the final backfill is applied.
At shallow depths of cover (less than three feet), flexible con-
duits may deflect and rebound under dynamic loading con-
ditions if the trench width is not highly compacted, if this high
degree of compaction is not met, road surfaces may be
damaged. For pipe buried under flexible road surfaces at
depths less than three feet, it is recommended that a mini-
mum of 95 1 1 1 6 Proctor density be achieved from the bottom of
the trench up to the road surface using Class I or Class 11
materials as described in the following tables. Minimum
cover is recommended to be one foot from the top of rigid
road surfaces or the bottom of flexible road surfaces.
FINAL BACKFILL
The material used in the final backfilling of the trench need
not be as carefully selected as the bedding, haunching,
and initial backfill, with the exception of where this mate-
rial is going to be in the zone of influence of the foundation
for some present or future structure. In the final backfill
material the following items should be avoided: boulders,
frozen clumps of dirt, and rubble that could cause dam-
age to the pipe. Unless otherwise specified, the final
backfill material should be placed usinn special compac-
tion under improved surfaces and shoulders of streets,
roads, aprons, curbs, and walks. Under open fields,
lawns, and wide shoulders, unimproved right -of -way, or
neutral grounds free of traffic, final backfill should be
placed using natural compaction. Special compaction
requirements should be defined by the design engineer.
Natural compaction is attained by the loose placing of
material into the trench, rolling the surface layer with the
placement equipment, molding the surface, and filling and
maintaining all sunken trenches until final acceptance of
the work. In natural compaction, the main consolidation
results from rainfall and groundwater fluctuations.
EMBEDMENT MATERIALS
Materials suitable for foundation and embedment are classi-
fied in the following Table 1.1, They include a number of
processed materials plus soil types defined according to the
Unified Sol] Classification System (USCS) in ASTM X2487,
"Standard Method for Classification of Soils for Engineering
Purposes." Table 1.2 provides recommendations on the
installation and use based on class of soil or aggregates and
location within the trench. It is important to engineer all mate-
rials used in the pipe trench to work together and with the
native material surrounding the trench.
CLASS IA MATERIALS
Class IA materials provide the maximum stability and pipe
support for a given density because of the angular inter-
locking of the material particles. With minimum efforts,
these materials can be installed at relatively high densities
over a wide range of moisture contents. These materials
also have excellent drainage characteristics that may aid
in the control of water. These soils are often desirable as
embedment in rock cuts where water is frequently encoun-
tered. On the other hand, when ground water flow is
anticipated, consideration should be given to potential
migration of fines from adjacent materials into the open
graded Class IA materials,
CLASS IB MATERIALS
These materials are produced by mixing Class IA and
natural or processed sands to produce a particle -size
distribution that minimizes migration from surrounding
soils that may contain fines. They are more widely graded
than Class IA and thus require more compaction effort to
achieve the minimum density specified. When these mate-
rials are properly compacted, these soils exhibit high stiff-
ness and strength, and depending on the amount of fines,
may be relatively free draining.
1 } G.R.AVIT` SEWER
CLASS 11 MATERIALS
When Class II materials are compacted they provide a
relatively high level of pipe support. In most respects, they
all have the desirable characteristics of Class IB materials
when widely graded. However, open - graded groups may
allow for migration and the sizes should be checked for
compatibility with the native trench materials. Typically,
Class II materials consist of rounded particles and are less
stable than the angular materials of Class IA and IB, unless
they are confined and compacted.
CLASS III MATERIALS
These materials provide less support for a given density
than Class i or Class 11 materials. High levels of compac-
tive effort are required if moisture content is not controlled.
These materials will provide reasonable support once
proper compaction is achieved.
CLASS IV -A MATERIALS
Class IV -A materials must be carefully evaluated before
use. The moisture content of the materials must be near
optimum to minimize compactive effort and achieve the
required density, Properly placed and compacted, these
soils can provide reasonable levels of pipe support,
However, these materials may not be suitable under high
fills, surface applied dynamic loads, or under heavy vibra-
tory compactors and tampers. These materials should be
avoided If water conditions in the trench may cause insta-
bility and result in uncontrolled water content.
MIGRATION
In soils where ground water fluctuations occur, coarse or
open - graded material placed adjacent to a finer material
may be infiltrated by those fines. Such hydraulic gradients
may arise during trench construction when water levels
are being controlled by various pumping or well- pointing
methods, or after construction when permeable under
drain or embedment materials act as a "French" drain
under high ground water levels. Downward percolation of
surface water may carry fine materials down into more
coarse, open - graded bedding materials if the trench is not
properly designed and constructed. The gradation and
relative particle size of the embedment and adjacent
materials must be compatible in order to minimize migra-
tion, As a general precaution, it is recommended that if
significant groundwater flow is anticipated, avoid placing
coarse, open - graded materials adjacent to finer materials,
unless methods are employed to impede migration, such
as the use of an appropriate stone filter or fabric along the
boundary of incompatible materials.
EMBEDMENT COMPACTION
The moisture content of embedment materials must be
maintained within suitable limits to permit placement and
compaction to required levels without exhaustive efforts.
For non -free draining soils, such as Class III and IV -A,
moisture content should be held close to optimum. If
water exists in the trench, free - draining embedment mate-
rials are generally more suitable because they are more
readily densified when saturated. Maximum particle size
for embedment material is limited to only those materials
passing a 1.5 inch (38 mm) sieve.
When using mechanical compactors, avoid contact with
the pipe. When compacting over the pipe crown, a mini-
mum of 6 inches of cover should be maintained when
using small compactors. If larger compactors are used,
the engineer should be consulted to specify the minimum
distance from the pipe crown. This decision will be based
on the depth of influence of the specific compaction
equipment being used. For compaction with heavy wheel
loading or hydro hammer methods, a minimum of 30
inches over the pipe crown is required. Heavy wheel load-
ing or hydro hammer methods should not be used in shal-
low applications where total cover is less than the influ-
ence zone of the compaction device. In shallow cover
applications, materials requiring little or no mechanical
compaction should be used for embedment of the pipe.
GRAVITY SEWER 19
I NQTrf- ,LLAT10N
The effectiveness of the compaction equipment neces-
sary to achieve desired densities for specific types of
materials depends on the chosen methods ability to
deliver compactive energy. Coarse - grained, clean materi-
als are free flowing and may not require mechanical com-
paction In some installations. These materials are more
readily compacted using vibratory equipment. Fine materi-
als with high plasticity may require kneading and impact
force along with controlled water content to reach accept-
able densities. In pipe trenches, small hand -held, or walk
behind compactors, work well, not only to prevent pipe
damage, but to insure thorough compaction in the con-
fined spaces around the pipe and along the trench wall.
PERIVIISSABLE HORIZONTAL CURVATURE
Curved sewers, 4" through 12" in diameter, should be
accomplished by bending the pipe rather than deflecting
the joint, per Table 2. Curves for pipe 15" and larger
should be made by an allowable 1.5 degrees deflection at
the joint.
GiRAVITY SEWER
SHEETING
If soil conditions or regulations require the use of sheeting
or boxes, they should be used in a manner so as not to
disturb the haunching material within one pipe diameter
on each side of pipe.
Cil3AVTY SEWER 21
T;'.8 LE "l .1
Description of Material Classification as Defined in ASTM D2321
Manufactured
Angular, crushed stone or rock,
IA
Aggregates:
none
crushed slag, cinders or shell
1001.
< or = 10%
< 5"/c
Non
open graded
large void content, contain little
Plastic
clean
ar no tines
Angular, crushed stone (or other
Manufactured,
Class iA materials) and stone/
IB
Processed
Aggregates:
none
sand mixtures with gradations
'100%
>.a or =:50.%
< 5'/,
Non
selected to minimize. migration
Plastic
dense graded,
of adjacent calls; contain little
clean
to no fines.
ll
Coarse-
Grained Soils,
GW
Well- graded gravels and gravel-
100%
<513% at
coarse
< 556
Non
> 4 1 to 3
clean
sand-mixtures; llttle to no fines
aractiori
Plastic
GP
P.aorly' graded .gravels and grav-
< 4 < 1 or > 3
elsand mixtures;:llttie to no fines
SW
Well- graded sands and gravelly
> 5056 of
coarse
> 6 1 or 3
Sands; little to no floes
fraction
SP
Poorly- graded sands and gravel-
1 or > 3
ly sands; little to no fines
Coarse-
Same as
Grained Soils:
Sands and gravels which are
5 °,. to
Non
for GW,
borderline
borderline between clean and
100%
varies
t2 °r6
Plastic
GP, 5W,
clean to wI
'with fines
and SP
tines
Ill
coarse-
Grained Sails
GM
Silty gravels, gravel
100%
> 505. of '
coarse
. -
>12% to '
< 4 or
".Line
w /fines
mixtures
traction
<50'yo .
<'A
Clayey gravels, gravel- sand -clay
< 7 and
GC
mixtures
> "A" Line
>50% of
•> 4 or
or
SM
'Sllty.sands, sand -silt mixtures
coarse
< "A"
fraction
SC
Clayey sands, sand -silt mixtures
>.7 and
> "A" Line
Inorganic slits and very fine
IVA
Fine - Grained
Soils:
ML
sands, rock flour, silty or
1009.
10D56
> 50%
<50
"A"
clayey Tine sands;.silts with
< Una
Inorganic
slight. plasticity
Inorganic clays.cf.low to
medium plasticity, gravely
> 7 and
CL
clays, sandy clays,.silty
> "A" Line
clays, loan clays
Fine - Grained
Inorganic slits, micaceous or
"
lva
Soils:
MH
dintomacsous fine sandy or
100%
100%
> 50%
>50
Line
inorganic
silty sails, elastic slits
Inorganic clays of high
>
CH
plasticity, tat clays
Line
V
Organic Solis
OL
Organic silts and organic silty
100%
100%
> 50%
<50
< 4 or
clays ofaow.plasticity
< "A ".Line
OH
Organic.clays of medium to high
>50
< "A" Line
plasticity organic slits
Highly
PT
Peat and other high
Organic
organic stills
Cil3AVTY SEWER 21
T;'.8 LE "l .1
Description of Material Classification as Defined in ASTM D2321
INSTALLATION
Recommendations for Installation and Use of Soils and Aggregates for Foundation, Embedment and Backfill.
Do. not use where con-
Obtain gaotechnical
ditfons may cause
Process materials as
Where hydraulic
evaluation of processed
migration of fines from
required to obtain
ant exist check k grade-
material. May not be suit -
material.
adjacent soll and loss
gradation which will
iron to minimize
Do not use where
able under high earth rills,
of pipe support.
minimize migration
migration. "Clean "
water conditions
surface applied loads and
Suitable for use as a
of adjacent materials.
groups suitable far use
in trench may
under heavy vibratory
drainage blanket.and
Suitable for use as
as drainage
age blanket
cause Instability.
compactors and tampers.
underdrain In rack cuts
drainage blanket
and underdrain
Do not use where water
where adjacent materi-
and underdrain.
,
conditions In trench
al Is suitably graded.
may cause Instability.
Suitable as foundation
Suitable as founda-
Suitable as foundation
Suitable only in undisturbed
and for replacing over-
tion:and for. replacing
and for replacing over-
conditions and where trench
excavated and unstable
over- excavated and
excavated and unsta-
Is dry. Remove all loose
trench bottom as restrict-
unstable trench bot-
ble trench bottom as
material and provide fine,
ad above. Install and
tom. Install and
restricted above.
uniform trench bottom
compact in 6 Inch maxi-
compact In 6 inch
Install and compact In
before bedding is placed.
mum layers,
maximum layers.
6 Inch maximum layers.
Suitable only In
Suitable only In dry trench
Install and compact
Suitable as restricted
dry trench condi-
conditions and when opti-
Suitable as restricted
in 6 Inch maximum
above. install and
tions. Install and
mum placement and com-
above. Install In 6 Inch
layers. Level final
compact In 61nch
compact In 6 Inch
paction control Is main -
maximum Payers. Level
grade by hand.
maximum layers.
maximum layers.
talned. Install and compact
final grade by hand.
'Minimum depth
Level final grade by
Level final grade
In 6 Inch maximum layers.
Minimum depth 4 Inches
4 inches.(6 inches
hand. Minimum depth
by. hand. Minimum
. Level final grade by hand.
(6 Inches in rack cuts).
In rock cuts).
4 Inches (6 inches:in
depth 4 Inches
Minimum depth 4 Inches
rock cuts).
(6 Inches of
(5 Inches in rock cuts).
rock cuts).
Suitable as
Suitable only In dry trench
install and compact
Suitable as restricted
restricted above.
conditions end when o p ti-
Suitable as restricted
In 6 inch maximum
above. Install and
Install and
mum placement and com-
above. Install in 6 Inch
layers. ;Work in
compact in 6 inch
compact in 6 inch
paction control is main -
maximum layers. Work
around pipe by
maximum layers.
maximum layers.
rained. Install.and compact
In around pipe by hand to
hand to provide
Work In around pipe
Work In around
in 6 inch maximum layers.
provide uniform support.
uniform support.
by hand lo provide
pipe by hand
Work in around pipe by hand
uniform support.
:to provide
to provide uniform support.
uniform support.
Suitable as restricted
Suitable as
Suitable as restricted
Install and compact
above. Install and
restricted above.
Suitable as restricted above.
above. Install to a mini-
to a minimum of
compact to a minu-
Install and com-
Install and compact to a
mum of 6 Inches above
6 Inches above
mum of 6 Inches above
pact to a min u-
minumum of 6 inches above
pipe crown.
pipe crown.
pipe crown.
mum of 6 Inches
pipe crown.
above pipe crown,
Compact as required
Compact as required
Compact as required
Compact as
Suitable as restricted
by the engineer.
by the engineer.
by the engineer.
required by
above. Compact as
the engineer.
required by the engineer.
CSI ?L1vI _Y SEWER
TABLE 1.3'
Provides an approximate guide to obtainable densities of various soils by several compaction methods. Minimum densi-
ties required will depend on the depth of cover, pipe stiffness, and type of soil used. In most situations, the project engi-
neer will determine the appropriate values during the design.
Manufactured
GranularMaterials Sand and Gravel, clean Mixed -Grain
9 to 12 1 9 to 18
':(';I }! {P � - �� rt i, 3 + { � ��p �!�r`ii[ti:i {$• y�i (I � ?�! t?fti&i �3r`ijt�i [ II�U�i ir) {:t��i:PCi:{�ti;: fL {ar +
if,��� �IJL'!ia w�:t:ilni{iiSiL 1� .. v�i ,.,� . t. -, d ,i ;; clittii�iflt: tiL7}l l!! hlL .rr( .:,:••t ''+1`'_� r.....n ,{ u , 1� � i
95 -100 (75 -1 OD) 95 -100 (80 - 100) :95 -100
80 - 95 (60 -75) 80 - 95 (60 - 80) 80-95
80 - 95 (60 -75)
6D - 80 (40 - 60)
60 - 80 (40 - 60)
80 - 95 (60 - 80)
60 - 80.(50 - 60) 50-80
60 - 80 (50 - 60) 60-80
Fine -Grain
6 to 30
9D -100
75-90
60-75
60-75
GRAVITY SSLVJI =Fs
rITTINGS AND ADAPTORS
JM Eagle'" offers a complete line of PVC SDR 35 sewer fittings to be used with PVC Ring - Tite'" SDR 35 sewer pipe.
Gasketed tee and wye saddles are available for field service line taps into previously installed PVC sewer lines, which
eliminate the need for field solvent welding. Through the large network of JM Eagle" distributors, adaptors are available to
connect JM Eagle" Ring- Tite" PVC sewer pipe to other pipe materials.
The fitting illustrations below are representative of the types of fittings and adaptors available. Actual configurations or
design of fittings may vary with size or manufacturing origin of the fitting. Ask your JM Eagle" Sales Representative for more
detailed information.
Tee -Wye Tee 45' Wye 90' Bell x Double Wye
Bell Elbow
...... .
45' Bell x 22.5' Bell x 22.5' Bell x 45' Bell x 90' Bell x
Spigot Elbow Spigot Elbow Bell Elbow Bell Elbow Spigot Elbow
I �
Increaser Double Cap Plug Saddle
Bell COuping Tee
,MVITY SEWER
HOR T FORM INSTALLAI ION GUIDE
This information is furnished in order to provide a brief review of the installation requirements for JM Eagle'" Ring- Tite" PVC
Sewer pipe. It is not intended to serve as or replace the FULL VERSION of the complete product installation guide available
upon request.
1. Check to see that the gasket is property seated in the bell groove, and that the bell and spigot are clean
before assembly.
2. Apply the approved lubricant supplied with the pipe to the spigot end of the pipe, paying particular attention to the bevel.
The coating should be equivalent to a brush coat of enamel paint.
3. Assemble the joint only to and not over the assembly mark provided on the spigot end.
4. If undue resistance to insertion of the spigot is encountered, or the assembly mark does not reach the flush position,
disassemble the joint and check the position of the rubber gasket, and remove any debris.
Curvature of the pipe shall be accomplished through longitudinal bending
of the pipe barrel in accordance with the following table. Deflection of the
4 100 joint is not allowed and may cause leaks. For bending of pipe larger than
6 150 12 ", 1,5 degrees of joint deflection is allowed. This will result in an offset of
8 200 6 -114" per 20' length.
10 '250
6. Prior to backfilling, check to see that the reference mark is flush with the
12 300 end of the bell.
(3,R , ,Vll" : E!A)EFi
WA€ 1i tA t i
JM EAGLE" PRODUCTS LIMITED WARRANTY
J -M Manufacturing Co., Inc. (JM Eagle' ") warrants that its standard polyvinyl chloride (PVC), polyethylene (PE),
conduit /plumbing /solvent weld and Acrylonitrile- Butadiene- Styrene (ABS) pipe Products ( "Products ") are manufactured
in accordance with applicable industry specifications referenced on the Product and are free from defects in workman-
ship and materials, Every claim under this warranty shall be void unless in writing and received by JM Eagle "' within thirty
(30) days of the date the defect was discovered, and within one (1) year of the date of shipment from the JM Eagle'"
plant. Claims for Product appearance defects, such as sun - bleached pipe etc., however, must be made within thirty (30)
days of the date of the shipment from the JM Eagle'" plant. This warranty specifically excludes any Products allowed
to become sun - bleached after shipment from the JM Eagle'" plant. Proof of purchase with the date thereof must
be presented to the satisfaction of JM Eagle", with any claim made pursuant to this warranty. JM Eagle'" must
first be given an opportunity to inspect the alleged defective Products in order to determine if it meets applicable
industry standards, if the handling and installation have been satisfactorily performed in accordance with JM Eagle"
recommended practices and If operating conditions are within standards. Written permission and /or a Return Goods
Authorization (RGA) must be obtained along with instructions for return shipment to JM Eagle'" of any Products
claimed to be defective.
The limited and exclusive remedy for breach of this Limited Warranty shall be, at JM Eagle's sole discretion,
the replacement of the same type, size and like quantity of non - defective Product, or credits, offsets, or combination of
thereof, for the wholesale purchase price of the defective unit.
This Limited Warranty does not apply for any Product failures caused by user's flawed designs or specifica-
tions, unsatisfactory applications, improper installations, use in conjunction with incompatible materials, contact with ag-
gressive chemical agents, freezing or overheating of liquids in the product and any other misuse causes not listed here.
This Limited Warranty also excludes failure or damage caused by fire stopping materials, tread sealants, plasticized vinyl
products or damage caused by the fault or negligence of anyone other than JM Eagle", or any other act or event beyond
the control of JM Eagle".
JM Eagle's liability shall not, at any time, exceed the actual wholesale purchase price of the Product. The warranties
in this document are the only warranties applicable to the Product and there are no other warranties, expressed or implied.
This Limited Warranty specifically excludes any liability for general damages, consequential or incidental damages,
including without limitation, costs incurred from removal, reinstallation, or other expenses resulting from any defect.
IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE SPECIFICALLY DIS-
CLAIMED AND JM EAGLE'" SHALL NOT BE LIABLE IN THIS RESPECT NOTWITHSTANDING JM EAGLE'S ACTUAL KNOWL-
EDGE THE PRODUCT'S INTENDED USE,
JM Eagle's Products should be used in accordance with standards set forth by local plumbing and building
laws, codes, or regulations and the applicable standards. Failure to adhere to these standards shall void this Limited
Warranty. Products sold by JM Eagle" that are manufactured by others are warranted only to the extent and limits of
the warranty of the manufacturer. No statement, conduct or description by JM Eagle" or its representative, in addition
to or beyond this Limited Warranty, shall constitute a warranty. This Limited Warranty may only be modified in writing signed
by an officer of JM Eagle'
26 GRAVITil 'SEWER
DATA:
NOTES
PLAN T LOCATIONS
ADEL
2101 J -M Drive
Adel, Georgia 31620
BATCHELOR
2894 Marion Monk Road
Batchelor, Louisiana 70715
BUCKHANNON
Old Drop 33, Mudlick Road
Buckhannon, West Virginia 26201
BU T NER
2602 West Lyon Station Road
Creedmoor, North Carolina 27522
CAMERON PARK
3500 Robin Lane
Cameron Park, California 95682
COLUMBIA
6500 North Brown Station Road
Columbia, Missouri 65202
CONROE
101 East Avenue M
Conroe, Texas 77301
FONTANA
1099D Hemlock Avenue
Fontana, California 92337
IUNGMAN TULSA
4620 Olympic Way 4501 West 49th Street
Kingman, Arizona 86401 Tulsa, Oklahoma 74107
MAGNOLIA VISALIA
2220 Duracrete Drive 8875 Avenue 304
Magnolia, Arkansas 71753 Visalia, California 93291
MCNARY WHARTON
31240 Roxbury Road 10807 US 59 RD
Umatilla, Oregon 97882 Wharton, Texas 77488
MEADVILLE WILTON
15661 Delano Road 1314 W. Third Street
Cochranton, Pennsylvania 16314 Wilton, Iowa 52778
PERRIS
MEXICO
23711 Rider Street
PLASTICS TECHNOLOGY
Perris, California 92570
DE MEXICO S DE R.L. DE S.A.
Av. Montes Urales No. 8 y 10
PUEBLO
Parque Industrial Opcion, Carreters
1742 E. Platteville Boulevard
57 Oro. - S.L.P. Km. 57.13
Pueblo West, Colorado 81007
C.P. 37980 San Jose Iturbide,
Guanajuato Mexico
STOCKTON
1D51 Sperry Road
Our Mexico location is a joint venture
Stockton, California 95206
behveen JM Eagle" and Plastics Technology
HEADQUARTERS
SUNNY51tJE
Nine Peach Tree Hill Road
1820 South First Street
Livingston, New Jersey 07039
Sunnyside, Washington 98944
HASTINGS TACOMA 5200 West Century Boulevard
146 North Maple Avenue 2330 Port of Tacoma Road Los Angeles, California 90045
Hastings, Nebraska 68901 Tacoma, Washington 98421
J -M Manufacturing Co., Inc, and PW Eagle, Inc. are doing business as JIM Eagle' ".
' -` ,. ���•i'ulb' %�S.t ": -''.l It:: >iu!�J! i 14t�.k.� •tw_ t Si� iT�� � it�/f 4 « . J&. 4 � - �
.=�
f
ti t i 111
t
i ` } 'J � � iri r� �! , -,t �+" rt .. r !,�" I •• 1��.;I 1
I I
I
iM Fi i i •tfl y ('
.. !..:,:.;�. - F�,,.,_: vl_^ .r.. ;5`..,_ :a- '1s ' 11.: •c: ✓;?� I , _..E.:i. i rx l.i''i "SI #
? s !
j
t
F,u
It � '{iir � tl r i tl!!• � � - I,� � , �{:! � ! t� t:: i' -w 6 z5
T cofTl2 ::i, it �;� �t 141 I ' i. ;•. r na - j
:. ._: Sunnystde t d �'u
McNary
.!�', � - ��:— •' �.�t: 11 .lv Ipp,
.. ...::i '::i .. .. .... .:r Ilk w. _
Mead
Gamerron!k Wtlton vil
{! r o
Hasftngs
le
Par
L II�Stooaton g Buckhannon
Kri�,{y� Vtsafia
�! Pueblo
0
i J_
Kin gman ° Columbia
.. a a utner� �c
��
a
c
sr
Plastic Trends
supplies the
only fittings with
Triple Certification
listing
( s ' IS, S i�
Our branch intersections are reinforced against
stress and breakage to a degree never before
available in a PVC sewer fitting. This rneans
the weakest point of competitors' fittings.is:,just
Features
■ 4" - b" reducing branches on 8 ", 10" and 12" fittings have a minimum
wall thickness of SDR 1 S.
■ Extended Pre - Alignment Entrance.
• PVC.Qne -Piece Injection Molded.
.....: - :air.
i_ 1 1. ?il7err rma.. ce Gasket,
is a•6s;;:-:..
Generotisl}'"� 'I"ztdgd, Branch Intersections.
S{ 4 tffiir..
■ Square Pipe Sto ? -14 4m= i,.
Specially Formed Rare "q.
:Heavy Duty Support at Branch Intersections.
• Rounded Edges to Minimize Stress Points.
Applications
STfT"' Gasketed Sewer fittings are for non - pressure drainage of sewage and
.:.surface,.tvataC', w:..! _...
ne m -Next veneration': S
STITM fittings are the next generation of strength and quality in gasketed sewer
fittings. They combine the latesf'ii:jsr search and development, optimizing the best
s
of today's Sdience, Technology and`Iril!:' tion.
Triple Certification Listing
STI,T" fittings are the only fittings in thig ndustry with triple certification listing. They
are third party -tested and listed by NSE'UPC and CSA to meet specifications defined
in ASTM Di3034, ASTIVI F 1.336 and CSA B1 82.2, where applicable.
,New Features
A one -piece integral bell and an extended pre - alignment entrance aids in proper
alignment of pipe and fittings. In addition to scientifically formulated resins, square
pipe stops resist pipe push - through while extra heavy support is provided under the
pipe stop at branch intersections for added strength.
Setting The Standard
As the only manufacturer to offer a complete new line of innovative gasketed tooling,
another strong ports in Plastic Trends irttings .;plastic Trends sets the standard for PVC fittings produced in the industry, STF'''
Y(
t asketed sewer fittings represent tine fates evolution in PTI's continuous effort to
:�
Qer the most technologically advanced fittings available. If you specify, distribute or
ansajl gasketed sewer fittings, demand the most advanced fittings available, STI
e See available c6nfiguratbns on the opposite side of this sheet.
Form = 107.80 Rev. 2 /O6
D R 3
PVC STJTm G askqted Sewer Fittings
Injection Molded in Sizes 4" - 12"
(Fabricated sizes 15'- 36" are available)
Configurations i�6�
�[)���� �
PV[�STJr (�aske�.d
Sewer Fittings
Injection Molded in Sizes 4''- 72"
TEE TEE nsvwo*wom�co ` �wmm,ns
Fabricated in Sizes l�''- 36^
u.%GXG aaXG nxGxDv-JV* s,ss
'
�
/
Short
^^ through 12"i �ed
' SANITARYna wrE *YE WYE w./DWVBRANCH
Baskc,od SDR3S sewer fittings shall ` a`5"u a"o,o o,s"o aamDW'*
be manufactured i" accordance with -
ASTmD3O34.ASTkXF1336,and CSA
B182.2. They sha(|bu injection molded '
i Jim!
from virgin PVC compound havinga
cell classification of12454pr13343)n :R@�
accordance �� 6 certified 6 , DO
— '=' ~rh ~~ coeoo�au`mo�uo DOUBLE WYE W ,-WAY cLux 4our
National Sanitation Foundation (N5F), oAGxG a,aaxs sxSxG,o a,u,s
to meet ASTmD1784. Gaskets shall
be manufactured in accordance with
ASTMF477o,45TIVIF9l3.Gaskets
shall be firmly seated )nfitting in order k'§I�
to ensure proper installation and u, L7 �8.'
prevent dislocation ormisalignment 2'*AYcLE^wOUTvuw/ c^r SPIGOT PLUG rEMpo/wx,,LK
during system assembly. Gasket joints o,o^owvs u � s
Must Comply with ASTIVI D 321 |m=ma|
Pressure Test <axHltratinn and Vacuum
AM
Test <in8|tcat/on>a/6 degrees ofgasket
joint deflection. '
Where available, reducing branc on REPAIR COUPLING STOP COUPLING CONCENTRIC INC. COUPLING sccEwrmc/wccoom/wo
injection molded 8~ and 12^tees, o,s o,s s.o s,a
wycs.and tee'wYca shall bpminimum
DR18 wall thickness in the reducing
branch body and reducing branch hub
below the gasket race.
& 6
Gasketed5DR35 sewer fittings shall CONCENTRIC INC. BUSHING Eozwmcmc Bun,mc «uxnEx o»V ADAPTER 5LEsvc
bu certified 6y the National Sanitation s,u sa �mS.ov�o owws,mmu
Foun6,�on(N5F) and, inapplicable
configurations, by the International
Association Of Plumbing And Municipal
[�iciab(|APM[�}�mewt�JMD Q�N�W
3O34. and by the Canadian 5�n6a,ds G QJ
Association (C5A)zomeet CSA91O22. ms'^oAPTEn owmADmFMx Ao^PT*x ADAPTER
S`S SWmo,oW-/s mws"mRs eVR H,SWmo
~.
Triple Certified Listing F
SW ADAPTER owwAoxprEx mw,«uAPTEn ADAPTER wBEND
SWms,owws SWmS ,ovw* SWmo,o*vu SWms`mmx a"o
� [}| ��T!�� TD�N[��
' �/~�///�^//��_�v/-//
plcmcnongs.Inc, 1pawo wcmodnnod x��m� m�
`xocwo m BEND LONG /w BEND m'�o 1muswo 1/8 BEND
ooa�/n^p..wo4xalu
oa sa a,s �ws ua
oo6.m1.x/oo^ 800.232.5690
Fax: 586.781.0888
wwmplostio/,ands.cnm
���� lilt, BEND m6 o�m o�uw BACKWATER VALVE Tmwm�n�Kw�ERv^uE
-- c'CG GxS GXG GYG
"
For additional configurations, list prices and
dimensional drawings visit wwwp}asuon,nds.com
7 B" (22mm) LIFTING HOLE
1 13/'16 (352mm) RAD
^ 1 1L4" (32mm) LETTERING
RECtSSE FLUSH
2'
[51 mm]
SEE PICKBAR
DETAIL
32mm) LETTERING
FLUSH
24" DIA
[s1Dmm]
2 1/2'
(� [6 ] [25mmJ I [64mm]
COVER SECTION f 2 13116"
[71 mm)
25" DIA 2 1/2„
[66Dmm) [63mm]
24 1/4' DIA
I [616mm] 6..
152mm)
22 1 /8" DIA 44
[562mrn]
31' DIA
C7 &7mm] —
RING SECTION 3 /4'.
[19mm}
BH 400 -24o
RING; 225 LBS (102kg)
COVER: 19D LBS (86kg)
UNIT: 415 LBS (1Bgkg)
F 1� AR Y S,
F m
[13mm]
r
a 24" DIA
[o 10mmT 2 1/2"
1 - (25mm) UFTING HOLE �73
1 1/4' (32mm) LETTERING SEGm" VIEW
RECESSED FLUSH
2'
[61 mm]
SEE PICKBAR
1 1/4" (32mm) LETTERING
RECESSED FLUSH
STACKABLE RIR!^u-
Blis 400 - 24 D
FRAME: 151 LBS (58kg)
COVER: 150 LBS (67kg)
UNIT: 301 L13S (135kg)
4
25 3/8 DIA
[645mm]
2 1/2"
[64mm]
24 1/4" DIA t
(616mm] I
6 ..
[152mm]
5/8'
[t&mm]
{ {{
22 1 /8" DIA
]
f
7/8-
25 7/B" DIA
[657mm]
31' DIA
[7E7mm]
RING SECTION
Blis 400 - 24 D
FRAME: 151 LBS (58kg)
COVER: 150 LBS (67kg)
UNIT: 301 L13S (135kg)
4
8'
CONCENTRIC CONE ILLU5TRATED � �{
24" r , 30" OPENING5 AVAILABLE
rr
PROFILE GA51�ET5 AT ALL JOINTS
L i
AVAILABLE IN
1',2',3'0R 4' 5ECTION5
4b" }
i
48 I r DROF Per. FT.
G .
TYPICAL LIFTING IN5EFT5 IIJ
ALL P.15ER 5ECTION5 AND CONE5
O -RING GA51;ET5 AT ALL 5'9'
JOINTS
TYPICAL LIFTING ANCHOP5
IN ALL 5' I.D. R15ER 5ECTION5
FLA ILLUSTRATION
8" ffOR 5HALLOW MANHOLE
24 ,
GO" MANHOLE - EXTENDED BASE
WITH REDUCING CONE
3 "X8 "W3XW2.5 WELDED WIPE
IN ALL 5URFACE5 $ BOTTOM
GENERAL NOTES;
- WATER TIGHT GA51�ET5 AT ALL PIPE
CONNECTION5
- HOLE5 A5 SPECIFIED - MAY,. DIA. = 40" DIA. 1049 hi 267'
- AVG. WEIGHT OF 4' DEEP BASE Vd/ B" 'The T Company °home. T, 7G07;5
INVERT = 10000# - R15ER WEIGHT = 1300 #! VT.F tb1�r e 36.9o5s
- MANUFACTUPZD TO YOUR 5PECIFICATION5 rr0duct:
- INVERT DEPTH 5hALL 5E EQUAL TO THE _ GO" I.D. M ANHOLE - EXTE NDED BASE
LARGE5T PIPE DIAMETER G0nue1
,5 0G P5I MIN. - 28 DAY5T PZNGTH
Remforcemenl:
MEET5 OR EXCEED5 A5TM- C- 478 -95 P.EQ UIP.EMENT:
x — _..... _. _.... - -- — - -..... —
5rzc: Date: vWc� 140.
Weight:
#4 BAR 12" O.C. WITH
— 90° CRO-95 IN BOTTOM
SA5r, T MATEKAL 15
FfCOMMENDED
RIMP, 5PECiffiCATION CHART
HEIGHT I WEIGHT
(D"
1300 LD5
2' - 0"
2 GOO LE35.
3 1 - oll
3900 L55.
4 0"
1 5200 LD5,
The Turner Company
1 104'5 Highway 2871
Rhome, Ty 7GO75
(8 17) 638-9053
Product;
GO" DIAMETER RGER UNIT
Concrete:
L 4500 P51 MINIMUM
F,j--Inforr-c=rtt-
MEET5 OR EXCEED5 A5TM-C-47(5-E)5 REQUIPfMENTI
51ze: I Date: DWG
We-
150METP,JC VIEW