Royal Oaks-SP110901 Rinker Materials
Storm Drain Pipe & Box - Sanitary Sewer Manholes
Royal Oaks
miniztar
Concrete Pipe Divisic
P.O. Box 1220
■r 8363 E. Sam Lee Lane
MATERIALS"" ` Roanoke, Texas 76262
817.491.4321
Fax 817.491.4729
MANUFACTURERS CERTIFICATE
DATE: September 1 , 2011
REFERENCE: Dallas/Fort Worth, TX
CONTRACTOR: Conatser Construction
ATTENTION: Brock
This is to certify that all Precast Concrete Manhole, Precast Pipe and Precast
Box, produced for this project, comply with all provisions of ASTM specifications
C-76, C-478, C-1433, C-1577 and contract specifications.
Rinker Materials Concrete Pipe Division
ti/
Kevin Vina
Project Engineer
Before me, the undersigned Notary Public of the State of Texas personally
appeared Kevin Vina and signed the above certificate as true and correct.
Ellen M Scott Ellen M. Scott
Notary Public, State of Texas Notary Public - Denton County,
i" My Commission Expires: Y�
January 6, 2015 My Commission expires 1/06/2015
•
Hydro Conduit Division
MATERIALS"
Box Culverts
Product details available at oo ww.hvdroeonduit.com.
� k
Uses
• Storm Drains. Storm Sewers.Cukerts. Bridge Replacement & Stormwater Retention
Specifications
• ASTM C 1433 Standard Specification for Precast Reinforced Concrete Box Sections for Culvert;.
Storm Drains and Sewers
• ASTvl C 7S9 Precast Reinforced Concrete Box Sections for Culverts. Storm Drains and Sewers
• ASTM C 850 Precast Reinforced Concrete Box Sections for Culhens. Storni Drains and Sewers with
less than 2 feet of cover subjected to highway loadings
• AASHTO M 259 Precast Reinforced Concrete Box Sections for Culverts. Storm Drains and Sewers
• AASHTO M 273 Precast Reinforced Concrete Box Sections for Culverts. Storm Drains and Sewers
with less than 2 feet of cover subjected to highway loadings
Hydro Conduit manufacturers a complete line of standard and specially designed precast concrete boxes
for various storm water and bridge replacement applications. The boxes are manufactured in a wide range
of standard sites and include special designs that include multi-cell units and mesa-boxes(spans exceeding
12). All boxes meet or exceed applicable ASTM.AASHTO standards and local requirements.
Rinkeir
MATERIALS" Concrete Pipe Division
Reinforced Concrete Box Culvert
• o -
C 4
H v a Joint
• Depth
4 .
4
H Rise(R) d • a d • •
:: Span(S) °� a . •� ,•. ,a .. . • . .
-•— Wall d It 4.
Thk.(T) •
• •: 4 •
• .. • . • Inside Of Joint Gap
• R. C. Box
Section thru Box Culvert Section thru Box Joint
Span(S) Standard Box Culvert Weights(lbs.)per Foot
3 4 5 6 7 8 9 10 11 12
2 605 905
a>
Ei 3 705 1025 1425 1885 2410
4 1155 1575 2060 2600 2800 4880 5700
5 1725 2235 2800 3000 3655 4375
6 2410 3000 3200 3885 4625 5430 6300
7 3200 3400 4105 4875
8 3600 4335 5125 5980 6900
9 4555 5375
10 5625 6530 7500
11 6810
12 8100
Wall(T) 4 5 6 7 8 8 9 10 11 12
Haunch(H) 7 7,8 7,8 7,8,12 8,12 8,12 12 12 12 12
Notes: Box dimensions may vary depending upon equipment availability.
1. Produced to meet ASTM Specifications.
2.Contact a Concrete Pipe Division representative for details not listed on this sheet.
3. Walls,Slabs and Haunches are designed to meet ASTM/AASHTO standards and project specifications. Rinker 013
IMIIMIIMIIIMIV
Box Culvert .
Joint Mastic
Estimating Data
Mastic Fill Mastic Fill
0" Joint Gap 1/2" Joint Gap
• ill
•d _ •a •a
• Wall • • • _
a • Thk.
• 4 - _
: . • . •
a • a
•
- ...- 0" Jt. Gap ---I I-•-- 1/2" Jt. Gap
Inside of
R.C. Box (Typ.)
Mastic Quantities
Bar Size Wall Interior Joint Gap Box Size Wall Interior Join! Gap Bos Sire Woll Interior Jain! Gap
Span Thickness • • -- Span -Makers*, ._... . . -- Span j...Malta's*-
s Rise Gallons / Joint r Rise Gallons / Joint r Rise / Joint
(feet) (Inches) 0' Gap 1/2' Gap (feel) (Inches) 0' Gap I/2" Gap (feet) (Inches) 0' Gap 1/2' Gap
3 x 2 4 0.9 2.1 7 i 1 8 6.5 12.9 10 x 9 10 10.9 21.7
3 x 3 ` 4 1.1 2.4 8 s 4 8 5.7 11.2 10 x 10 t0 113 22.7
4 r 2 5 1.4 3.1 8 x 5 8 6.1 12.1 11 r 4 11 11,0 20.7
4 x 3 5 1.6 3.6 8 i 6 8 6.5 12.9 11 s 5 11 11.7 21.9
4 x 4 5 1.7 4.0 8x7 8 6.9 13.7 II s6 II 1L4 23.1
Sri 6 L1 4.9 8 z 8 8 7.4 14.6 11 x7 11 13.0 24.3
S x 4 6 2.4 5.5 9 x 5 9 7.4 14.6 11 x 8 11 13.7 2.5.6
5s5 6 2.6 6.0 9 s 6 9 7.9 15.6 IIs10 11 15.0 28.0
6s3 7 2.8 6.5 9s7 9 8.4 16.5 11s II 11 15.6 29.2
6x4 7 3.1 7,1 9 x 8 9 8.8 17.5 12 s 4 12 12.9 24.1
6 x 5 7 3.4 7.8 91 9 9 9.3 18.4 12 x 6 12 14.3 26.8
6 s 6 7 3.6 8.4 IDx5 10 8.8 17.5 12x8 12 15.7 29.4
7 x 4 8 5.2 10.4 10 x 6 10 9.3 18.5 12 x 10 12 17.1 32.1
7 x 5 8 5.7 11.2 10 r 7 10 9.9 19.6 12 x 12 12 18.6 34.5
7 x 6 8 6.t 12.1 ID s8 10 10.4 20.6
The actual quantities shown ore for estimating only. Actual quantities may vary due to atmospheric
conditions, method of application and care when applying.
Notes:
1. Produced to meet ASTM specifications.
2. Contact CSR Hydro Conduit representative for further details not listed on this drawing. CSR 018
EVERGRIP 990 - STRIPS
9.
il
POLYMER MODIFIED CONCRETE JOINT SEALANT
Evergrip 990 is a concrete joint sealant made with a unique blend of
asphalts enriched with high grade polymer.Available in convenient
strips,Evergrip 990 is a preformed,ready-to-use,flexible gasket that•,., 0 " j provides an excellent seal for concrete pipes,culverts,manholes and
' other precast concrete joints.
Y ��
" - � ADVANTAGES
A polymer modified sealant,Evergrip 990 offers significant
ys ` '' ,, advantages over non-modified sealants:
'. •60%more adhesive strength
' � ;v ;o •366%more cohesive strength
'1 ., � 3. a
� " •Greater elasticity
'—� �' •40%higher ductility[irtu, •
k�uf Stu!
•Consistent performance over a wider range of temperatures
rmiti.
) ..•
Provides watertight seal
" •For concrete joints of all sizes and shapes
• Extruded strips for easy application
•Available in sizes lengths
Ptiraft WAY leaf fount S rn , n stan zes an en gt
•Asbestos free
•Odorless
• 100%solids
„ •No primer necessary
r�.
' '� ,'.,s -�" '�� i�.. ,7� s��` ,.,ter.�.< •No shrinkage
EVERGRIP 990 STRIPS MEETS STATE AND FEDERAL REQUIREMENTS
POLYMER MODIFIED CONCRETE JOINT SEALANT
Evergrip 990 meets or exceeds all requirements of ASTM C 990,
U.S.Federal Specifications SS-S-2I0A,Type I,Rope Form and
AASHTO Designation M-198 75 I,Type B.Certified to meet or
exceed highway department specifications.
SURFACE PREPARATION
Concrete surfaces to which sealant is to be applied must be clean
° . ,o • •• ••
.. jr•....00.o •°, ^°• ,o.°,• .°,• and dry.Remove all mud,dirt,grease,oil and loose particles.•• •
• , � O� APPLICATION
•,• ••°;• Remove release paper from one side of sealant.Leave the outside
• °o • ' o°' paper in place to protect the sealant from contamination and•▪ ° •a°0• ° stretching.Attach the sealant end to end to the leading edge of the
A B A B tongue or groove of each pipe joint until a continuous gasket is
established around the entire circumference of the pipe joint.Press
material firmly into place through the outside paper.Remove the
outside paper just prior to jointing the pipe.Avoid contaminating
the exposed sealant with any foreign materials.Any contaminated
A) Sealant Placement
sealant should be removed and replaced.Do not disturb the gasket
B) Joint After Compression
GULF STATES ASPHALT CO., L.P. �F
f
PC.7.8 SORB ,,4" S N. §„ k-P
`SOUtfl I`oustc)r. Texas 77587 `'
Telephone I-800-662-0987
EVERGRIP 990 - STRIPS
•
POLYMER MODIFIED CONCRETE JOINT SEALANT
placement.Any displaced sealant should be repositioned prior to
jointing the pipes.
PACKAGING (ENGLISH STANDARD) Read pipe manufacturer's instructions for proper pipe jointing proce-
dures.The trench can be backfilled as soon as the joining process has
SEALANT SIZE PIECES/CARTON FT./CARTON been completed.
3/4"x2'6" 50 125 ft WORKING CONDITIONS
I"x2'6" 35 87.5 ft
I"x 3'6" 35 122.5 ft Conditions must preclude contamination of the sealant during the
1 1/4"x 3'6" 28 98 ft installation process by any foreign material such as silt or mud.
1 1/2"x 3'6" 20 70 ft
1 3/4"x 3'6" 13 45.5 ft
x3'6" 10 35ft / STORAGE
/ Store in a dry area protected from the elements.Do not stack car-
tons over six high.
SEALANT SIZE PIECES/ M/CARTON CLEAN-UP
CARTON
19mm x 762mm 50 38.1 m Scrape excess sealant off surfaces.Asphalt stains can be removed
with non-hazardous,bio-degradable cleaners.Use waterless hand
25.4mm x 762mm 35 26.7m cleaner on skin.Follow cleaner manufacturer's instructions carefully.
25.4mm x I067mm 35 37.3m Do not use flammable or combustible petroleum based solvents.
31.75mm x 1067mm 28 29.9m
38.Imm x I067mm 20 21.3m
44.45mm x I067mm 13 13.9m
50.8mm x I067mm 10 I0.7m
PROPERTIES AND PERFORMANCE DATA
Bitumen,%by wt. 50-70
Inert filler content,%by wt. 30-50
Volatile matter,max.% by wt. 2.0
PROPERTIES
Specific gravity @ 77°F/25°C,(gr/ml) 1.2-1.35
Ductility @ 77°F/25°C,(cm),min. 5.0
Min.softening point 320°F/I60°C
Min.flash point,C.O.C. 600°F/315°C
Penetration @ 77°F/25°C, 150 gms,5 sec.(dmm) 50-120
Adhesion and hydrostatic pressure No leaks(24 hrs.)
Sag or flow resistance No sagging
Chemical resistance No visible deterioration
Read and understand MSDS sheet before use.
GULF STATES ASPHALT CO., L.P.
PO8tx508 '
South Housttan,TTxas 775,87
Telephone I-800-662-0987
Rinkor
.....,
MATERIALS' Concrete Pipe Division
Reinforced Concrete - Two and
Three Piece Elbow Fabrication Details
See Detail C(Below)
SO"-aid Length Aii
____ VW 44'74
1► _ 64/14,
• � "� \� � Joint
Pipe , Depth r See Detail C(Below)
Inner Ii
Diameter P.I. �/ 48 Il°iIfr/ L :1►
--
Wall
Thickness p i It
Two Piece Elbow — - - - - /,/
P.I. //
A - i Sta. A Pipe
//// Inner
Cement Mortar Diameter
Filled Joint
Iglarta6 Three Piece Elbow Wall
Thickness
Wire Mesh .zi■ ,w `•`ti ':::' :r._. Steel Reinforcing Used in
,r. " y4 '� Connection Shall Be Equal To
parf,::,1.1.,:f: :!;-.:-::..:.:;..i.,' or Greater Than Adjacent
Circumferentail s®� �. Reinforced Concrete Pipe
Reinforcement Illia r kir Longitudinal
Weld or La Reinforcement
Reinforcement 20 Bar I
Diameters at Splice(Typ.)
Detail C
Notes:
1. Produced to meet ASTM Specifications.
2.Contact a Concrete Pipe Division representative for details not listed on this sheet. Rinker 023
■flimsy"
an MATERIALS- Concrete Pipe Division
Reinforced Concrete Pipe
Tongue & Groove Joint
12" - 96" Diameter
Q Pipe Diameter
•a •
F 4 ; a
a
; •)
d
Wall 1
4 . • ° • •
1
Pipe Inside Dia. — Wall Thickness
Section Thru Joint Section Thru Barrel
Table of Dimensions and Weights
Pipe Inside Wall C F Gap Length Weight
Diameter Thickness
(Inches) (Inches) (Inches) (Inches) (Inches) (Feet) (Lbs./Ft.)
12 2 7/8 2 1/4 6 92
15 21/4 1 1116 2 1/4 6,8 127
18 21/2 1 3/16 2 1/4 6,8 168
21 23/4 1 1/4 21/4 1/4 6,8 214
24 3 15/16 21/2 1/4 6,8 265
30 31/2 1 1/2 2 3/4 9/32 6,8 384
36 4 1 13/16 3 9/32 6,8 524
42 41/2 17/8 31/4 3/8 6,8 685
48 5 2 33/4 3/8 6,8 867
54 51/2 21/4 4 3/8 6,8 1071
60 6 21/2 41/4 1/2 6,8 1296
66 61/2 23/4 41/2 1/2 6,8 1542
72 7 3 41/2 1/2 6,8 1810
78 71/2 31/4 41/2 1/2 6,8 2098
84 8 31/2 41/2 1/2 6,8 2410
90 81/2 33/8 51/2 1/2 6,8 2740
96 9 35/8 51/2 1/2 6,8 3095
Pipe dimensions may vary depending on equipment availability.
Notes:
1.Pipe manufactured to meet current ASTM specifications.
2.Contact a Concrete Pipe Division representative for details not listed on this sheet. Rinker 001
1 •
P
a
1./iTERALS''
Tongue & Groove
Prtatittt:a
').1f
dP
, .
.otitikOr'
l'ses
Specifications
• ASTA1 C'76 Stirlai,tral Sp iicilin taar Rciritairtc,,,ICI)11,rcle Cal%en, Sttrint Drain,,tital Sewer I)ir,e
* AS'If1/4,1(2(.155 Stialatard Spi!citic.alions tor Reall'itr'•=rc;:il ere Storm F)r,'„irrl
Seer Pipe
* AASFIT(.)NI I 7f.)Staririirti Specifie.titisITIN, for Reiril'ol-ccal.(.arlicretc t„'Llis ens. Sturm
Pipe
I tv LIti t litarltjf,A‘'IttiVS d carFripleic I I tan(tiiiit and ,,pt'',,I;tIt'y (1(a...signet] felilillrck,(1Ct)[1CIVIC 10/1guo
& ape lur VJ vu i tc)Ifil A .t.iar dli p1 Cdt it ii The pipe is maiiair.iciurcal ii alt lie i i 1LkkILJ st1,2s, 11-)L1
ii de uted rL) meet tai-e L:ecci irr,t1,;icaible AS TM AASHT i),1,,),(1z,t(1,
■
MATERIALS Concrete Pipe Division
Reinforced Concrete Wye
Wall
Thickness
Pipe Inner
Diameter
t \ (Branch)
/
/ �.„,-„� Bell End
/ /
/ /
/ /
/ Branch Laid /
/ Length /
// / / Bell End
.�—
Wall Thickness —
I \ / Varies
‘111/ 000
Pipe Inner
Diameter C — — — —
(Run)
P.I.Sta.
Spigot End N.—
Reinforced Concrete Pipe Laid Length
Plan View
Notes:
1.Produced to meet ASTM specifications.
2. Contact a Concrete Pipe Division representative for details not listed on this sheet. Rinker 021
SPECIFICATION
FLEXIBLE PIPE-TO-MANHOLE CONNECTOR
A flexible Pipe-to-Manhole connector shall be employed in the connection
of the sanitary and drain sewer pipe to precast manholes.
The connector shall be KOR-N-SEAL as manufactured by NPC Inc.,
Milford, New Hampshire, or equal.
The connector shall be the sole element relied on to assure a flexible
watertight seal of the pipe to the manhole. No adhesives or lubricants shall
be employed in the installation of the connector into the manhole. The
rubber for the connector shall comply with ASTM C923 and consist of
EPDM and elastomers designed to be resistant to ozone,weather elements,
chemicals, including acids,alkalis, animal and vegetable fats, oils and pe-
troleum products from spills.
All stainless steel elements of the connector shall be totally non-magnetic
Series 304 Stainless,excluding the worm screw for tightening the steel band
around the pipe which shall be Series 305 Stainless. The worm screw for
tightening the steel band shall be torqued by a break-away torque wrench
available from the precast manhole supplier, and set for 60 - 70 inch/lbs.
The connector shall be installed in the manhole wall by activating the
expanding mechanism in strict accordance with the recommendation of the
connector manufacturer.
The connector shall be of a size specifically designed for the pipe material
and size being utilized on the project.
Rubber seals used in concrete sewer pipe and culvert joints must meet the
requirements given in ASTM Specification C923.
NPC INC KoRg SEAL'
250 Elm Street, P0, Box 301, Milford, NH 03055, U S A Fax:(603)673-7271
Tel: (800)626-2180, (603) 673-8680
rom,SFC sox
KOR-N-SEAL® I - WEDGE KORBAND
FLEXIBLE PIPE-TO-MANHOLE CONNECTOR
Data Sheet
„,,,...,,
•- —–. , ---- '`i — ' ' . 'N.,.' - - - • , ` *!'",; 17:::'• '"7‘7"',...; ';.:`,i'.. :',.',i"•:,.'..; %:',X.:::,:', .;••',,,,, ,;;,,•:. - ••' ,,"•`,.
''''.."''7- ' ' .'• . .'''''' ' ''11'4: :-4- ' 4'4'71"PiiII:44,,k4i-' ,-- ''J''' "`'‘' ' MitihoOttilifurii:.-
2k;
at4a.0 ii.4
. .
k , ,1rY0.4
.; ,::::::
iV.j:.1-;'::-..:- .',N,.4:: :j...A.:Vit:',.'S.
,• "-`;.,5 ‘ ,':'.'. '..,,„4.;..,,,,:,i,^,-,?,•,., • 7, -,...,,...*-- ,
. .:a-X,Ii.'el;;it.;,t.
.,. „. „„,
, , '„ ,,
."/ ";' . ,,, , . -' :Ts,i','':':'' ...''..'..-„-. ,,s...‹,>"
„ - .
,-"-, '' 6- ,- , , ,i-- ,,,.,•.‘,..:43.:..",-:,..'4,-. ,
Plpewmp
Wedge kereend Instellaticn Pipe Clamp Instaffstion Kat,M Seal Calt-A way
The KORN-SEAL I Connector is ideally suited for small —. for the Engineer
diameter pipe-tomanhole connections. It provides a flexible,
watertight, environmentally safe joint that exceeds ASTM Kar-N-Seal eliminates the problems normally encountered
0923 specifications. A specialty formulated EPOM rubber when unforeseen, adverse field conditions necessitate a
compound offers superior resistance to weather,ozone,oils, change. With Kor-N-Seal, the Engineer can easily make
acids, alkalis, and animalivegetable fats, Both the Korband grade adjustments,location changes,and pipe size modifica-
and the Pipe Clamp are non-magnetic series 304 stainless lions to accommodate new requirements,
steel to achieve maximum corrosion resistance.
Kor-N-Seal installation is simple and can be completed in
minutes. It is a one man operation and a standard torque
. . ,
wrench installs any size Wedge-style Connector. Detailed or the Producer
Recommended Installation Procedures are included with
e From the standpoint of the Producer, the KorN-Seal system
ry shIpment
ev .
offers a way to substantially reduce time and cost factors
involved in manufacturing a manhole. A diamond core drill is
ADVANTAGES OF KOR-N-SEAL: used to core holes into the manhole at specific locations
• Ensures a positive, watertight seal. shown on the engineering drawing. This technique allows the
Producer to stock blank manhole sections. The completed
• Can be installed in either cored or formed holes with
unit, with holes positioned according to specifications and
wide diameter variations.
Kor-N-Seal Connectors installed, can be ready for delivery
• installs easily in the plant or in the field and can be within an hour after receiving an order.
retorqued at any time
• Accommodates both angular and lateral misalignment
• Provides a ltextbia, vibration absorbing joint. . . . for the Contractor
▪ Allows_tor variations in pipe diameter tolerances.
The Kor-N-Seal system was developed to help the Contractor
• Allows for changes in pipe material,
cope with wet trenches, extreme weather conditions, close
• Can be easily replaced it necessary, tolerances, precise grade alignments, and Immediate back
filling requirements With Kor-N-Seal's flexibility.the Contrac-
• Ensures trouble-tree, efficient installations.
tor can quickly adjust the lateral to the exact degree required
• Conforms to ASTM 0923 specifications. to establish correct grade. Kor-N-Sears simple, efficient
installation procedures save the Contractor both man hours
• Accommodates ground movement & prevents shear.
and equipment costs
NPC INc. .
KOR PI SEAL
250 Elm Street, P 0 Box 301,Milford, NH 03055, ti.S.A Fax (603)673-7271
Tel (800) 626-2180. (603)67341680 Fortin DKNSIWP 1,V4
. . .
...... .. „„„„..
KOR-N-SEAL®
FLEXIBLE PIPE-TO-MANHOLE CONNECTOR
SPECIFICATION SHEET
• ,i..,,T- *.i.:#,..,!,;71,..‘. ...--:..,.1,-.1,,i,,-..,,ti,,,,t,',,,z.., ot,;,,Ist,..,;.`,..z..;,,,,•,-,„
:' ' -I:• -11.;':;.`i7,1 ; •e-:..iii•-•11,1*4;,•---", .•',-, ,'`,..pi,ikir''.
• ' ';`, ,',","iY.!-,..--.,..' ..,...,,E.0-* 4,,'ttAr----,t47- -.,, ..:.4.-i,-;-....4,„a.
". • '-' •,',1e:;* ,N., —44;,7-,,'.4‘......41"14'.
'''''''-';',T:•%t, ' " `15,44,A ,'',,,:.7..ii'
. r I
lk.,•A
• °, ''''''.. .",-,•',:, ,,-,'
,7
'.1/4,' • ';'...!•„:-..t...".*,::.
-.•:,, - .•,:', . Vie,,,A,r.S.14.: Sointess Steel'
..,:..)11
Slainless Steel
Kerbeed k
,.
. .
"----"'"--""----- EPOP,4 Rubber
,
. .
ceenecior
.'-•,.,?1,;;.,,,...
:,.... .
KOR-N-SEAL 1 CONNECTOR ASSEMBLY
„
,i• .
° +4, - N. '''' •,...:,- 1".' '-'r-
11 - ' • ,
, .
7 -,
. .
1' i, 4
'X' -
1 ■
,,,iiiir. '^V, '
C\4\, •,„,,A4 ...
.:„
1 I
■ '
;
I 1 ,,,,
/
--..._____ . •
,...,,,
-,..,.
, . ..
Install Kor-N-Seal I With lnStalf Kor,N-Sea/ll With Install Pipe Camps With
Korband Expander Assernhty Torque Wrench T,Handle Torque Wrench
i
NPC INC KOR,N SEAL?
Em Street, PC). Box 301, tviiiford, N.1-1 03055, U.S.A Telephone 1'603) 673-8680
Prawn SKNS 541
KOR-N-SEAL% CONNECTOR SPECIFICATIONS
PERFORMANCE
Test STM Method Test ilerninemeols Nor•.N-Seal
Mead Pre%sure C923•7 I 10 psi(23 111 for 10 min +10 psi for 10 1Thrl
Deflection Test C923-1 22 7°in any direction Over 7'in any<inaction
Load Test 0923-72.3 150 Itisrin pipe dia Over 150 bsin pipe die
Performed on all sizes of Kor-N-Seal Connectors with no leakage occuring initially nor during the 24 hour test period.
RESILIENT EPDM RUBBER
Conforms to ASTM C923
Tear AST M Method Test Requirements Kor,N,rSeal
Chemical resistance 0543.at 22"C lor 48 1%
1 N sulfuric aced No weight loss No weight toss
1 N hydrochloric acin No woignt loss No weight ioss
Tensile strength 0412 1200 psi 1541.1 psi
Elongation at creak 350%imrm 500%
Hardness 02240(Snore A dwometer) 5 from the manufacturer's specr• 45 5
tied hardness
Accelerated oven-aging 0573 70 i*C for Decrease ot 15%,mac.of angina+ 10.1%tensile decrease
7 Omis tensile strength,decrease of 20% 14 0%elongation decrease
max,of elongation
Compression set 0395,Method 8 at 70.0 for 22 h Decrease ol 25%,max,at original 13%decrease
uenection
Water absorption 0471,immerse 0.75 by 2•in Increase of 10%,mac,of anginal by 8%increase
specimen in distilled weight
water at 70'C for 48 h
Ozone resistance D1149 Rating 0 Rating 0
Low-temperature brittle point 0746 Na fracture at-40'C No fracture at•40`C
Tear resistance 0624.Method B 200 Wuxi No tear at 210 Min
INTERNAL KORBAND
Conforms to ASTM C923 and ASTM A167
Karband with toggle type expander is manufactured of 304 Series non-magnetic stainless steel Kortand with wedge-type
expander Is manufactured of 304 Series non-magnetic stainless steel,
EXTERNAL PIPE CLAMP
Conforms to ASTM C923 and ASTM A167
External take-up clamps are manufactured of 304 Series non-magnetic stainless steel The bolt assembly is manufactured
of 305 Series non-magnetic stainless steel.
NPC INc.
KOR N SEAL
Elm Street, PO. Box 301, Milford, NH, 03055, U.S.A. Telephone. (603) 673-8680
WI,.DO W...ifl i+.1o+rvo1.01.3.4 P*11,11,,m1.14,1)1
11 5 5 555.315 C.N 1,030 101 111 Wk. J1
,AP 251 OFA. 314i 404 •LS% 509,325
Rinkor
MATERIALSTM Concrete Pipe Division
Typical 48" or 54"
Diameter Manhole
Precast Concrete
Steps On Grade Rings
Request 8" 24"I I 8" 24"
r �
7
..\\. .. PIM MIN
Eccentric Cone
36"Length Only
i . • ri
Eccentric Cone
II II
.1- , Flat Top
Riser Lengths I I (used in place of cone
18",30", Reinforcement ( p cone)
36"&48" (Per ASTM C478) I.
I at-
48"or 54" —, . -- 5"Wall(48")
9 5112"Wall(54")
Base Section
24"Thru 48" 1 ' 8" 24" 8"
0 H 1 1 H
6"Thk. j .a • • . . ..
1 ". N,N,N,N,NfV,NY��N1., /111/itili
Precast Base With
Stone Cushion Monolithically
Foundation Cast Floor
(12"Min.Thk.) '
Typical Section Thru Manhole
Concentric Cone I 1
Notes:
1.Produced to meet ASTM specifications.
2.Cones available eccentric or concentric.
3.Additional manhole sizes are available.
4.Contact a Concrete Pipe Division representative for details not listed on this sheet. Rinker 016