Gateway BP(2.5)-SP 981015Client: Rogers- O'Brien Construction Co.
Project: G K Services
Coppell, Texas
Materials:
Use
Cement, lbs
Fly Ash, lbs
C. Agg., lbs
Sand, lbs
Water, lbs
W /R, oz
AEA, oz
Total Weight
JS
LATTIMORE MATERIALS COMPANY
Cement:
Flyash:
Coarse Agg.:
Fine Agg.:
Admixtures:
Mix No.
Strength 28 Days
Unit Wt, /CF
WIC Ratio,
Fly Ash,
Maximum Temp, deg.
Slump, inches
Air, entrained
P.O.
BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221-464W: 1 TY OF COPPELL
Type 1, ASTM C -150, Texas -Le l
ASTM C -618, Class C, Holnam
ASTM C -33, 1"- #4 Lattimore Cr
ASTM C -33, Lattimore Concrete
ASTM C-494, ProMix
ASTM C -260, ProMix
447
0
1850
1506
250
17.9
0.0
4053
150.11
0.56
0
95
4" Max.
0
9
and
1 Cubic Yard By Weight SSD
Slabs Piers
15 16
3000 3000
470
0
1850
1479
253
18.8
0.0
4052
150.07
0.54
0
95
6" Max.
0
APPROVED FOR GENERAL CONFOR-
r�1:�iNCE: 1 g T Y OF COPPELL
9E CEl t_RAI APPROVAL DOES NOT
RLi. -Ir"c THE OWNER, rN[ iNF.ER OR
N
CO �1
iit, is i it •-it L.•�.7.' :�`J i�
J
Ai
Gt1PPELL SOB:3tV1SWN OR-
46 14--
Paving Tilt Wall Panels
38 42
3000 4000
Air Air
470 564
0 0
1850 1850
1437 1332
227 231
18.8 22.6
3984 3983
147.56"
0.48
0
95
4" Max.
4-6
147.52
0.42
0
95
5" Max.
3 -5
Admixture dosage subject to adjustment as needed (ASTM C -94, Note 7)
Air content per recommendations of ASTM C -94.7 (Table 3)
Lattimore Ready Mix guarantees the above mix design will achieve
the specified strength when tested and evaluated in accordance with
ASTM C -172, C -31, C -39 and C -94 and when the recommended procedures
for placement and curing outlined in ACI 305/306 are followed.
In accordance with ASTM C -94, Lattimore Materials Co. requests that copies of all
strength tests be forwarded to our Quality Control Department.
/o i5-9$ I
Client: Rogers- O'Brien Construction Co. Date: 13- Aug -98
Project: G K Services
Coppell, Texas
Materials:
Use
Mix No.
Strength 28 Days
Cement, Ibs
Fly Ash, Ibs
C. Agg., Ibs
Sand, Ibs
Water, Ibs
W /R, oz
AEA. oz
Total Weight
Unit Wt, /CF
W/C Ratio,
Fly Ash,
Maximum Temp, deg.
Slump, inches
Air, entrained
Admixture dosage subject to adjustment as needed (ASTM C -94, Note 7)
Air content per recommendations of ASTM C -94.7 (Table 3)
Lattimore Ready Mix guarantees the above mix design will achieve
the specified strength when tested and evaluated in accordance with
ASTM C -172, C -31, C -39 and C -94 and when the recommended procedures
for placement and curing outlined in ACI 305/306 are followed.
In accordance with ASTM C -94, Lattimore Materials Co. requests that copies of all
strength tests be forwarded to our Quality Control Department.
JS
LATTIMORE MATERIALS COMPANY
Cement:
Flyash:
Coarse Agg.:
Fine Agg.:
Admixtures:
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
Type 1, ASTM C -150, Texas LeHigh Cement
ASTM C-618, Class C, Holnam
ASTM C -33, 1"- #4 Lattimore Crushed Stone
ASTM C -33, Lattimore Concrete Sand
ASTM C-494, ProMix
ASTM C -260, ProMix
1 Cubic Yard By Weight SSD
City of Coppell
42
3600
Air
564
0
1850
1332
237
22.6
a/
3983
147.52
0.42
0
95
3 -5
3 -5
ATC Associates Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(972) 556 -2204
METRO 263 -1681
REPORT OF CONCRETE COMPRESSION TEST
Project: Various Test Cylinders
Client:
Contractor:
Sampled By:
Time Batched:
Temperature:
Slump:
Lattimore Materials
Location of Pour when Sampled: Confirmation cylinders
Lattimore Materials
C.L. J.R.
12:00 pm
Air. 63 °F
5.0 in.
Remarks: Unit Weight 152.50 lbs.
Date Sampled:
Date Reported:
Our Report No:
Field Test Data
Sampled:
Concrete:
Air Content:
12:06 pm
63 °F
1.69
Supplier /Plant:
Delivery Ticket No.:
Truck Number:
Load Size:
Mix ID No.:
Water Added on site:
Compressive Strength Test Results
Set
No.
3
1
1
1
1
1
1
pedmart Type 6X12 Test Method ASTM C-39, A57M C -1231
Speciamart
5029
5030
5031
5032
5033
5034
Type-
Curing
Lab
Lab
Lab
Lab
Lab
Lab
SPECIFIED STRENGTH
Date
Tested
3-07
3-07
3-07
3-11
3-11
3-11
3
3
7
7
7
28
57.640
55,820
58,580
83,420
85.640
88,060
pecimen Are:
28.27
28.27
28.27
28.27
28.27
28.27
Respectfully submitted,
o a /J/(i4 a
3 -04-98
3 -13 -98
25 -02 -96 -00559 -52C1
Lattimore PH 1
732
5 cu. yds.
15
—gals
This report represents only the mater>als tested and may or may not be representative d identical or straw materials. This report shall not be reproduced except in ent etY and with the
express written part4ssion of Alt Associates Inc
Speciman Type 6X12 Test Method ASTM C39, ASTM
C-1231 X ASTM C-617
Set
No.
Speclaman
X
Type
Curing
Date
Tested
Age Days
Failure Load.
lbs.
Specimen Area
(sq.in.)
Compressive
Strength, PSI
1
5035
Lab
4-01
28
136,300
28.27
4,820
1
5036
Lab
4-01
28
127,060
28.27
4,490
1
5037
Lab
4-01
28
126,720
28.27
4,
SPECIFIED STRENGTH
28
3
ATC Associates Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(972) 556 -2204
METRO 263 -1681
Project: Various Test Cylinders
Client:
Location of Pour when Sampled: Confirmation cylinders
Contractor:
Sampled By:
Time Batched:
Temperature:
Slump:
Remarks: Unit Weight 152.50 lbs.
sh
REPORT OF CONCRETE COMPRESSION TEST
Lattimore Materials
Lattimore Materials
C.L. J.R.
12:00 pm
Air. 63 °F
5.0 in.
Date Sampled:
Date Reported:
Our Report No:
Field Test Data
Sampled:
Concrete:
Air Content:
12:06 pm
63 °F
1.60
Supplier /Plant:
Delivery Ticket No.:
Truck Number:
Load Size:
Mix ID No.:
Water Added on site:
Compressive Strength Test Results
Respectfully submitted,
,Joidot
3-04 -98
4 -7 -98
25 -02 -96 -00559 -52C2
Lattimore PH 1
732
5 cu. yds.
15'
—gals
This report represents only the materials tested and may or may not be representative of identical or similar materials. This report shall not
be reproduced except in its entirety and with the express written permission of ATC Associates Inc.
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Rogers- O'Brien Construction Co.
MIX NO.: 16 LABORATORY: HBC Engi neering
PROJECT: Gateway Commerce Office Building DESIGN STRENGTH: 3000
Irving, Texas
Date Slump Air Temp 7 Day 7 Day Avq. 28 Day 28 Day Avq. Avg./3 Range Gain
1 26- Mar -98 5.00 76 2540 2360 2450 3400 3360 3380 40 1.38
2 30- Mar -98 5.00 77 3120 3050 3085 4530 4380 4455 150 1.44
3 31- Mar -98 7.00 65 3070 3000 3035 4520 4430 4475 4103 90 1.47
4 01- Apr -98 5.75 76 2950 3070 3010 4650 4420 4535 4488 230 1.51
5 02- Apr -98 4.50 78 3230 3170 3200 4290 4060 4175 4395 230 1.30
6 03- Apr -98 5.50 74 3680 3770 3725 4810 4720 4765 4492 90 1.28
7 06- Apr -98 5.50 73 3430 3360 3395 4650 4420 4535 4492 230 1,34
8 07- Apr -98 5.75 78 3560 3380 3470 4390 4320 4355 4552 70 1.26
9 08- Apr -98 5.00 74 3080 2890 2985 4400 4270 4335 4408 130 1.45
10 09- Apr -98 5.50 78 4060 3890 3975 4590 4630 4610 4433 40 1.16
11 10- Apr -98 5.50 74 3340 3170 3255 4020 4110 4065 4337 90 1.25
12 13- Apr -98 6.00 66 3010 2940 2975 3890 3650 3770 4148 240 1.27
13 14- Apr -98 5.50 81 2000 2160 2080 3230 3360 3295 3710 130 1.58
14 15- Apr -98 5.00 88 2860 2730 2795 4140 4050 4095 3720 90 1.47
15 16- Apr -98 5.25 79 3080 3120 3100 4020 3880 3950 3780 140 1.27
16 17- Apr -98 5.50 79 3460 3550 3505 4270 4080 4175 4073 190 1.19
17 22- Apr -98 5.50 83 2840 3060 2950 4090 4130 4110 4078 40 1.39
18 01- Jun -98 6.50 78 2380 2460 2420 3960 4020 3990 4092 60 1.65
19 01- Jun -98 6.50 82 2260 2100 2180 4000 4110 4055 4052 110 1.86
20 01- Jun -98 6.50 84 2360 2470 2415 3810 3740 3775 3940 70 1.56
21 01- Jun -98 6.50 86 2000 2030 2015 3660 3500 3580 3803 160 1.78
22 05- Jun -98 5.00 70 3410 3430 3420 4480 4520 4500 3952 40 1.32
23 05- Jun -98 5.25 72 2940 2760 2850 4120 4180 4150 4077 60 1.46
24 05- Jun -98 5.00 73 3550 3560 3555 4160 4140 4150 4267 20 1.17
25 05- Jun -98 5.25 81 3790 3580 3685 4550 4670 4610 4303 120 1.25
5.57 77
STD. DEV.
MOD. DEV.
ACI 318 5.3.1.2 REQUIREMENTS:
(5.1) for fc +1.34s
(5.2) fcr Pc 2.33s 500
3021
4156 114 1.40
383
394
3528
3419
7 -28
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Turner Construction Co.
MIX NO.: 38 LABORATORY: Maxim Technologies
PROJECT: North High School DESIGN STRENGTH: 3000
Carrollton, Texas
7 -28
Date Slump Air Temp 7 Day 7 Day Avg. 28 Day 28 Day Avg. Avg. /3 Range Gain
1 08- May -97 2.75 4.0 80 3560 3560 4320 4090 4205 230 1.18
2 03- Jun -97 4.50 4.4 79 3640 3640 4690 4770 4730 80 1.30
3 06- Aug -97 4.00 5.1 93 3240 3240 3680 3730 3705 4213 50 1.14
4 12- Aug -97 3.50 5.0 90 3340 3340 3730 3990 3860 4098 260 1.16
5 18- Aug -97 4.50 4.3 89 3100 3100 3900 4090 3995 3853 190 1.29
6 19- Aug -97 4.75 3.0 84 3230 3230 3930 3850 3890 3915 80 1.20
7 20- Aug -97 4.50 4.9 92 3180 3180 4020 4000 4010 3965 20 1.26
8 22- Aug -97 4.00 5.3 91 3700 3700 4620 4700 4660 4187 80 1.26
9 26- Aug -97 4.00 4.8 88 3220 3220 4730 3850 4290 4320 880 1.33
10 26- Aug -97 4.00 4.5 94 4020 4020 4070 4520 4295 4415 450 1.07
11 27- Aug -97 3.50 4.9 89 2950 2950 3650 3960 3805 4130 310 1.29
12 02- Sep-97 3.00 4.7 90 3350 3350 4490 4560 4525 4208 70 1.35
13 03- Sep-97 2.50 4.8 89 3530 3530 4190 4300 4245 4192 110 1.20
14 04- Sep -97 3.50 84 3260 3260 4210 4360 4285 4352 150 1.31
15 05- Sep -97 3.00 4.4 87 3600 3600 4500 4710 4605 4378 210 1.28
16 12- Sep -97 3.50 5.1 90 3690 3690 4820 4800 4810 4567 20 1.30
17 16- Sep -97 3.50 5.3 93 2980 2980 3960 3980 3970 4462 20 1.33
18 17- Sep-97 3.50 5.3 94 3000 3000 3760 3800 3780 4187 40 1.26
19 22- Sep-97 4.00 5.3 80 2670 2670 3370 3460 3415 3722 90 1.28
20 23- Sep -97 3.50 5.1 84 3040 3040 3920 3880 3900 3698 40 1.28
21 25- Sep-97 3.50 5.3 74 3590 3590 4590 4440 4515 3943 150 1.26
22 01 -Dec-97 4.00 4.2 61 3700 3700 4900 4860 4880 4432 40 1.32
23 04- Dec -97 4.00 4.9 60 3790 3790 4150 4300 4225 4540 150 1.11
24 05- Dec-97 3.75 5.4 52 3780 3780 4860 4940 4900 4668 80 1.30
25 10- Dec -97 3.50 5.4 50 3470 3470 4960 4660 4810 4645 300 1.39
26 12- Dec -97 2.50 4.8 52 3780 3780 4820 4730 4775 4828 90 1.26
27 16- Dec -97 4.00 6.0 55 3220 3220 4500 4250 4375 4653 250 1.36
28 16- Dec -97 3.00 5.8 59 4380 4380 4930 5150 5040 4730 220 1.15
29 16- Dec -97 3.50 5.0 62 4190 4190 4980 4840 4910 4775 140 1.17
30 18- Dec -97 4.00 4.5 52 3930 3930 5070 4890 4980 4977 180 1.27
31 18- Dec -97 4.00 5.0 60 3540 3540 3870 4470 4170 4687 600 1.18
32 18- Dec -97 4.00 5.5 62 3190 3190 3880 3910 3895 4348 30 1.22
33 22- Dec -97 4.00 4.8 61 4150 4150 5290 5300 5295 4453 10 1.28
34 30- Dec -97 4.00 5.9 55 3530 3530 4300 4630 4465 4552 330 1.26
35 31- Dec -97 3.50 5.3 56 3580 3580 4280 4410 4345 4702 130 1.21
36 31- Dec -97 4.00 5.7 55 3780 3780 4660 4620 4640 4483 40 1.23
37 15- Jan -98 4.00 5.9 48 3240 3240 4630 4460 4545 4510 170 1.40
38 15- Jan -98 4.00 5.4 51 3400 3400 4430 4330 4380 4522 100 1.29
39 15- Jan -98 3.50 5.7 55 4320 4320 5230 5320 5275 4733 90 1.22
40 15- Jan -98 4.00 6.2 59 2810 2810 4010 3940 3975 4543 70 1.41
41 16- Jan -98 4.00 6.4 50 3690 3690 4900 4780 4840 4697 120 1.31
42 16- Jan -98 3.75 5.7 51 3780 3780 4980 4850 4915 4577 130 1.30
43 16- Jan -98 4.00 6.1 54 2770 2770 4070 3960 4015 4590 110 1.45
44 17- Jan -98 3.25 5.5 50 4550 4550 5110 5180 5145 4692 70 1.13
45 17- Jan -98 4.00 6.0 56 4150 4150 5130 4840 4985 4715 290 1.20
46 20- Jan -98 3.50 5.3 52 4020 4020 4850 5160 5005 5045 310 1.25
47 20- Jan -98 4.00 6.6 55 3830 3830 4640 4970 4805 4932 330 1.25
48 21- Jan -98 5.50 5.8 58 3370 3370 4900 4940 4920 4910 40 1.46
49 21- Jan -98 5.50 6.0 58 4850 4850 6770 5680 6225 5317 1090 1.28
50 02- Feb-98 3.50 5.6 58 4070 4070 4860 4780 4820 5322 80 1.18
51 03- Feb -98 3.25 5.1 58 4190 4190 4830 4870 4850 5298 40 1.16
52 03- Feb -98 4.00 5.7 61 3900 3900 4960 4670 4815 4828 290 1.23
53 05- Mar -98 4.00 4.5 62 3710 3710 4590 4650 4620 4762 60 1.25
54 11- Mar -98 5.00 4.2 56 3010 3010 3970 4260 4115 4517 290 1.37
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Tumer Construction Co.
MIX NO.: 38 LABORATORY: Maxim Technologies
PROJECT: North High School DESIGN STRENGTH: 3000
Carrollton, Texas
7 -28
Date Slump Air Temp 7 Day 7 Day Avq. 28 Day 28 Day Avg. Avg. /3 Range Gain
55 17- Mar -98 4.50 5.0 60 3950 3950 4670 4800 4735 4490 130 1.20
56 20- Mar -98 4.75 4.9 52 3580 3580 4170 4150 4160 4337 20 1.16
57 23- Mar -98 5.25 4.8 67 2940 2940 3430 3690 3560 4152 260 1.21
58 23- Mar -98 5.25 4.8 67 2940 2940 3430 3690 3560 3760 260 1.21
59 31- Mar -98 5.50 3.7 63 2780 2780 3250 3090 3170 3430 160 1.14
60 01- Apr -98 4.25 3.1 83 2870 2870 4190 3780 3985 3572 410 1.39
61 01- Apr -98 5.25 3.1 81 2710 2710 3740 3830 3785 3647 90 1,40
62 06- Apr -98 4.25 3.2 79 3370 3370 4200 4680 4440 4070 480 1.32
63 08- Apr -98 4.00 5.2 80 3340 3340 3970 3920 3945 4057 50 1.18
64 09- Apr -98 5.25 3.8 70 2920 2920 3870 3740 3805 4063 130 1.30
65 15- Apr -98 7.00 4.5 74 2580 2580 3330 3220 3275 3675 110 1.27
66 20- Apr -98 4.00 4.0 80 2830 2830 3900 3610 3755 3612 290 1.33
67 08- May -98 4.25 4.1 70 3210 3210 4120 4340 4230 3753 220 1.32
4.02 5.0 69 3486 4386 185 1.26
STD. DEV.
ACI 318 5.3.1.2 REQUIREMENTS:
(5.1) Pcr Pc 1.34s
(5.2) Pcr Pc 2.33s 500
553
3741
3789
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Austin Commercial
MIX NO.: 42 LABORATORY: HBC Engineering
PROJECT: Presbyterian Hospital of Plano DESIGN STRENGTH: 4000
Plano, Texas
7 -28
Date Slump Air Temp 7 Day 7 Day Avg. 28 Day 28 Day Avg. Avq. /3 Range Gain
1 16- Dec -97 6.00 70 4380 4170 4275 5370 5460 5415 90 1.27
2 17- Dec -97 4.75 3.7 72 4280 4170 4225 5250 5170 5210 80 1.23
3 17- Dec -97 6.00 4.1 78 3900 3730 3815 4810 4720 4765 5130 90 1.25
4 17- Dec -97 4.25 4.4 78 3950 4180 4065 5010 5230 5120 5032 220 1.26
5 31- Dec -97 5.25 5.2 64 3740 3720 3730 5560 5290 5425 5103 270 1.45
6 07- Jan -98 4.50 54 5260 5130 5195 6350 6220 6285 5610 130 1.21
7 10- Jan -98 4.75 3.9 52 4700 4660 4680 5740 5630 5685 5798 110 1.21
8 16- Jan -98 5.25 68 4490 4120 4305 5640 5770 5705 5892 130 1.33
9 19- Jan -98 4.75 4.2 60 3480 3540 3510 5320 5440 5380 5590 120 1.53
10 21- Jan -98 5.00 3.6 57 5250 5360 5305 6400 6310 6355 5813 90 1.20
11 23- Jan -98 5.25 3.5 52 4160 4220 4190 5310 5460 5385 5707 150 1.29
12 24- Jan -98 7.00 60 3660 3720 3690 5200 5170 5185 5642 30 1.41
13 28- Jan -98 6.00 3.8 65 3970 4020 3995 4610 4530 4570 5047 80 1.14
14 28- Jan -98 3.50 3.6 67 4550 4720 4635 5430 5270 5350 5035 160 1.15
15 03- Feb -98 3.00 4.1 68 3340 3280 3310 4660 4800 4730 4883 140 1.43
16 03- Feb -98 6.00 4.4 60 4460 4720 4590 5770 5890 5830 5303 120 1.27
17 05- Feb -98 4.00 4.0 55 4630 4790 4710 5130 5220 5175 5245 90 1.10
18 09- Feb-98 4.50 3.7 64 4530 4670 4600 5550 5460 5505 5503 90 1.20
19 10- Feb-98 4.50 60 4740 4360 4550 5500 5620 5560 5413 120 1.22
20 10- Feb-98 8.00 4.8 60 3440 3260 3350 4890 4770 4830 5298 120 1.44
21 12- Feb-98 7.00 62 3630 3740 3685 4560 4720 4640 5010 160 1.26
22 13- Feb-98 5.50 4.8 75 3770 3880 3825 4780 4670 4725 4732 110 1.24
23 17- Feb-98 6.00 4.8 62 3290 3140 3215 5280 5320 5300 4888 40 1.65
24 18- Feb-98 4.75 3.5 66 4560 4590 4575 5630 5710 5670 5232 80 1.24
25 18- Feb-98 5.00 3.8 70 4020 4110 4065 5600 5730 5665 5545 130 1.39
26 19- Feb-98 6.50 63 4640 4550 4595 6050 5980 6015 5783 70 1.31
27 20- Feb-98 6.00 4.0 70 4700 4680 4690 5360 5220 5290 5657 140 1.13
28 05- Mar -98 5.75 3.5 70 3630 3740 3685 4470 4660 4565 5290 190 1.24
29 05- Mar -98 6.00 69 3300 3470 3385 4530 4260 4395 4750 270 1.30
30 10- Mar -98 6.00 3.3 54 4140 4020 4080 5310 5220 5265 4742 90 1.29
31 24- Mar -98 6.00 2.8 75 4100 3960 4030 4790 4830 4810 4823 40 1.19
32 25- Mar -98 5.25 2.3 78 3740 3490 3615 4790 4820 4805 4960 .30 1.33
33 26- Mar -98 5.25 2.8 75 3430 3670 3550 4790 4820 4805 4807 30 1.35
34 27- Mar -98 5.25 3.1 74 3280 3560 3420 4150 4220 4185 4598 70 1.22
35 30- Mar -98 4.00 2.9 75 3960 3770 3865 4770 4680 4725 4572 90 1.22
36 31 Mar 98 4.75 3.4 74 3260 3140 3200 4130 4080 4105 4338 50 1.28
37 01 Apr 98 5.25 3.8 74 2940 2880 2910 4020 4090 4055 4295 70 1.39
38 02 Apr 98 6.50 73 3210 3350 3280 4330 4120 4225 4128 210 1.29
39 03- Apr -98 5.25 3.4 76 3590 3430 3510 4640 4730 4685 4322 90 1.33
40 03- Apr -98 3.00 3.2 75 4070 4020 4045 5080 5120 5100 4670 40 1.26
41 29- Apr -98 6.00 5.2 70 4600 4420 4510 5240 5200 5220 5002 40 1.16
42 30- Apr -98 6.00 4.8 82 3560 3410 3485 4050 4020 4035 4785 30 1.16
43 29- May -98 5.50 4.7 84 3330 3370 3350 4050 3980 4015 4423 70 1.20
44 02- Jun -98 5.25 4.0 86 3400 3580 3490 4760 4320 4540 4197 440 1.30
5.32 3.9 68 3972 5052 114 1.28
STD. DEV.
ACI 318 5.3.1.2 REQUIREMENTS:
(5.1) fcr fc +1.34s
(5.2) fcr fc 2.33s 500
594
4796
4884
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Austin Commercial
MIX NO.: 42 LABORATORY: HBC Engineering
PROJECT: Presbyterian Hospital of Plano DESIGN STRENGTH: 3600
Plano, Texas
7 -28
Date Slump Air Temp 7 Day 7 Day Avq. 28 Day 28 Day Avg. Avq. /3 Range Gain
1 16- Dec -97 6.00 70 4380 4170 4275 5370 5460 5415 90 1.27
2 17- Dec -97 4.75 3.7 72 4280 4170 4225 5250 5170 5210 80 1.23
3 17- Dec -97 6.00 4.1 78 3900 3730 3815 4810 4720 4765 5130 90 1.25
4 17- Dec -97 4.25 4.4 78 3950 4180 4065 5010 5230 5120 5032 220 1.26
5 31- Dec -97 5.25 5.2 64 3740 3720 3730 5560 5290 5425 5103 270 1.45
6 07- Jan -98 4.50 54 5260 5130 5195 6350 6220 6285 5610 130 1.21
7 10- Jan -98 4.75 3.9 52 4700 4660 4680 5740 5630 5685 5798 110 1,21
8 16- Jan -98 5.25 68 4490 4120 4305 5640 5770 5705 5892 130 1.33
9 19- Jan -98 4.75 4.2 60 3480 3540 3510 5320 5440 5380 5590 120 1.53
10 21- Jan -98 5.00 3.6 57 5250 5360 5305 6400 6310 6355 5813 90 1.20
11 23- Jan -98 5.25 3.5 52 4160 4220 4190 5310 5460 5385 5707 150 1.29
12 24- Jan -98 7.00 60 3660 3720 3690 5200 5170 5185 5642 30 1.41
13 28- Jan -98 6.00 3.8 65 3970 4020 3995 4610 4530 4570 5047 80 1.14
14 28- Jan -98 3.50 3.6 67 4550 4720 4635 5430 5270 5350 5035 160 1.15
15 03- Feb -98 3.00 4.1 68 3340 3280 3310 4660 4800 4730 4883 140 1.43
16 03- Feb-98 6.00 4.4 60 4460 4720 4590 5770 5890 5830 5303 120 1.27
17 05- Feb-98 4.00 4.0 55 4630 4790 4710 5130 5220 5175 5245 90 1.10
18 09- Feb-98 4.50 3.7 64 4530 4670 4600 5550 5460 5505 5503 90 1.20
19 10- Feb-98 4.50 60 4740 4360 4550 5500 5620 5560 5413 120 1.22
20 10- Feb-98 8.00 4.8 60 3440 3260 3350 4890 4770 4830 5298 120 1.44
21 12- Feb-98 7.00 62 3630 3740 3685 4560 4720 4640 5010 160 1.26
22 13- Feb-98 5.50 4.8 75 3770 3880 3825 4780 4670 4725 4732 110 1.24
23 17- Feb-98 6.00 4.8 62 3290 3140 3215 5280 5320 5300 4888 40 1.65
24 18- Feb-98 4.75 3.5 66 4560 4590 4575 5630 5710 5670 5232 80 1.24
25 18- Feb-98 5.00 3.8 70 4020 4110 4065 5600 5730 5665 5545 130 1.39
26 19- Feb-98 6.50 63 4640 4550 4595 6050 5980 6015 5783 70 1.31
27 20- Feb-98 6.00 4.0 70 4700 4680 4690 5360 5220 5290 5657 140 1.13
28 05- Mar -98 5.75 3.5 70 3630 3740 3685 4470 4660 4565 5290 190 1.24
29 05- Mar -98 6.00 69 3300 3470 3385 4530 4260 4395 4750 270 1.30
30 10- Mar -98 6.00 3.3 54 4140 4020 4080 5310 5220 5265 4742 90 1.29
31 24- Mar -98 6.00 2.8 75 4100 3960 4030 4790 4830 4810 4823 40 1.19
32 25- Mar -98 5.25 2.3 78 3740 3490 3615 4790 4820 4805 4960 30 1.33
33 26- Mar -98 5.25 2.8 75 3430 3670 3550 4790 4820 4805 4807 30 1.35
34 27- Mar -98 5.25 3.1 74 3280 3560 3420 4150 4220 4185 4598 70 1.22
35 30- Mar -98 4.00 2.9 75 3960 3770 3865 4770 4680 4725 4572 90 1.22
36 31- Mar -98 4.75 3.4 74 3260 3140 3200 4130 4080 4105 4338 50 1.28
37 01- Apr -98 5.25 3.8 74 2940 2880 2910 4020 4090 4055 4295 70 1.39
38 02- Apr -98 6.50 73 3210 3350 3280 4330 4120 4225 4128 210 1.29
39 03- Apr -98 5.25 3.4 76 3590 3430 3510 4640 4730 4685 4322 90 1.33
40 03- Apr -98 3.00 3.2 75 4070 4020 4045 5080 5120 5100 4670 40 1.26
41 29- Apr -98 6.00 5.2 70 4600 4420 4510 5240 5200 5220 5002 40 1.16
42 30- Apr -98 6.00 4.8 82 3560 3410 3485 4050 4020 4035 4785 30 1.16
43 29- May -98 5.50 4.7 84 3330 3370 3350 4050 3980 4015 4423 70 1.20
44 02- Jun -98 5.25 4.0 86 3400 3580 3490 4760 4320 4540 4197 440 1.30
5.32 3.9 68 3972 5052 114 1.28
STD. DEV.
ACI 318 5.3.1.2 REQUIREMENTS:
(5.1) fcr= fc +1.34s
(5.2) fcr fc 2.33s 500
594
4396
4484
Saturated Surface Dry
2.68
Bulk
2.67
Absorption
0.45
ATC Associates, Inc.
11356 Mathis
Dallas, Texas 75229
972/556 -2204
PROJECT: Lattimore Aggregate Testing
CLIENT: Lattimore Materials
REMARKS: Sample #698 1" Bridgeport Aggregate
I Unit Weight (Pcf) Average of 3
ATC REPRESENTATIVE: J. Thompson
Sieve Analysis
Test Method (ASTM C -136)
Saecific Gravity (ASTM C-12
Unit Weight Dry Rodded (ASTM C -29)
I
Decant
This report represents only the materials tested and may or may rat be represents identical or similar
report shall not be reproduced except in its entirety and with the express written pe ion of ATC Associates
PROJECT INSPECTION
REPORT
page 1 of 2
Job No.: 25 -02 -96- 00559.58E
Date: 7/24/98
1 1/2"
1"
1/2"
#4
#8
100
95.2
37.7
9.5
4.1
100
95 -100
25 -60
0 -10
0 -5
102.9
Passing #200 Sieve
I
0.58
Respectfully submi
Hooper Engineering Laboratories, inc.
Construction Materials Testing
CLIENT: Lattimore Materials Co. DATE: 11 June 1998
PROJECT: General Use
SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 6/4/98
by Lattimore Materials Co.
SUPPLIER: Thackerville Blend
RETAINED ON
SIEVE SIZE
1 -1/2"
1
3/4"
1/2"
3/8"
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
FINENESS MODULUS
SPECIFIC GRAVITY
FINER THAN NO. 200 SIEVE
DRY RODDED WEIGHT, PCF
TECHNICIAN: MFM /RJW
REPORT OF ANALYSIS OF CONCRETE AGGREGATES
MFG. BLEND
0 #4
0% 0
1 0 -5
5 0 -20
20 15 50
43 40 -75
78 70 90
95 90 98
2.42
2.62
3.10%
109.5
DISTRIBUTION: (2) Lattimore Materials Co., Curtis Lee
ASTM C33
REQUIREMENTS
f=.... A'■•A%
ProAir -VR
VINSOL RESIN AIR ENTRAINING
ADMIXTURE FOR CONCRETE
DESCRIPTION:
ProAir —VR is specially formulated for use as an air
entraining admixture for concrete. ProAir —VR is
manufactured under strict quality control standards to
insure uniform performance at the job site.
ADVANTAGES:
ProAir —VR introduces millions of uniformly sized
and spaced air voids throughout the concrete mixture.
Concrete containing these tiny, air bubbles has been
proven far more resistant to freezing and thawing
than plain concrete. ProAir -VR in
hardened concrete reduces permeability
and enhances the resistance to surface deterioration
caused by de -icing chemicals. Concrete containing
ProAir —VR requires less water, therefore, bleeding
is reduced. ProAir —VR aids in finishing and
produces a more water tight concrete with a lower
water-cement ratio. The air bubbles act as `Ball
Bearings" to greatly improve the plasticity and
workability of the concrete, making it easier to flow
into forms or be pumped into place. Concrete mixes
designed using ProAir VR result in a reduction of
segregation and honeycombing with smoother and
more even finished surfaces.
DOSAGE:
There is no standard addition rate for ProAir -VR.
The amount to be used will vary with local materials
and intended concrete performance requirements,
usually in the range of 4% to 6 Typical
ProAir -VR addition rates range from .5 to 2 ounces
per 100 pounds (33 to 130 ml per 100kg) of cement_
/Xtechnologies
SPECIFICATIONS:
Conforms to ASTM C260
AASHTO M 154
CRD C 13
TECHNICAL NOTE:
ProAir —VR does not contain calcium chloride or any
chloride based components. It will not promote or
contribute to corrosion of reinforcing steel in
concrete.
USES:
ProAir —VR may be used wherever air entrainment is
required by concrete specifications. It is particularly
useful in:
All commercial and residential concrete
Mass concrete
High cement, low slump paving mixes
Mixes with high carbon content fly ash
Concrete using high alkali cement
All concrete to be exposed to freezing
and thawing conditions
Concrete to be mixed for an extended
period of time
COMPATIBILITY:
ProAir -VR is fully effective and compatible in
concrete containing all types of Portland cement,
class C and F fly ash, microsilica, calcium chloride,
fibers and approved water reducing, accelerating and
retarding admixtures. ProAir -VR can be used in all
white, colored, and architectural concrete.
PRO MIX Technologies warrants its products to be free from defects in material and manufacture. There are no other warranties by PRO MIX
Technologies of any nature whatsoever, expressed or implied. This information is based on data and knowledge believed to be true and accurate
at time of publication and is offered as a resource for the users of our products. PRO MIX Technologies assumes no liability in the use of this
information and does not warranty the results obtained for any application. PRO MIX Technologies shall not be liable for damages of any sort,
from the use or results of this product and shall not be responsible for conditions outside its control, including but not limited to, other materials,
design, inspection, workmanship and field conditions. No statement, recommendation, or other information is intended to infringe on any patent
or copyright held by others.
P.O. Box 6 Allen, Texas 75013 (972) 772 -6010 (972) 562 -11322 Fax Copyright 1998 Pro Mix Technologies, L.L.C.
PLASTIMIX 250
WATER REDUCING
ADMIXTURE FOR CONCRETE
DESCRIPTION:
Plastimix 250 is a ready to use aqueous solution of
complex compounds which enhance the performance
of plastic and hardened concrete. Plastimix 250 is
manufactured under rigid quality control measures to
provide uniform, reliable results.
USES:
Plastimix 250 is recommended for mixes where
reduced water content, improved cement
performance, uniform, normal set times and
enhanced finishing characteristics are desirable.
ADVANTAGES:
Improves the quality of concrete by decreasing
water-cement ratio
Increases early and ultimate compressive and
flexural strength
Reduces cracking and shrinkage
Improves workability and finishability on all
flatwork, slip formed and pre -cast surfaces
Improves formed surfaces while reducing
segregation
Improves pumpability of concrete
Improves normal- setting characteristics
Increases relative durability and resistance to
damage caused by freezing and thawing
DOSAGE RATE:
Plastimix 250 is recommended for use at a dosage
rate of 3 to 6 fluid ounces per 100 pounds (196 to 390
ml per 100 kg) of cement.
IXtechnologies
SPECIFICATIONS:
Conforms to ASTM C 494 type A
AASHTO M 194 Type A
CRDC87 Type A
TECHNICAL NOTE:
Plastimix 250 does not contain any purposely added
calcium chloride or other chloride based components.
It will not promote or contribute to corrosion of
reinforcing steel in concrete.
COMPATIBILITY:
Plastimix 250 is compatible with all types of
Portland cement, class C and F fly ash, slag,
microsilica, calcium chloride, fibers and approved air
entraining, accelerating, retarding, and super
plasticizing admixtures. Plastimix 250 can be used
in all white, colored, and architectural concrete. For
best results, each admixture must be dispensed
separately into the concrete mix.
STORAGE:
Plastimix 250 may freeze at temperatures below 35 F
(2 C). Although freezing does not harm Plastimix
250, precautions should be taken to protect it from
freezing. If it should happen to freeze, thaw and
reconstitute with mechanical agitations. Do Not Use
Pressurized Air For Agitation.
PRO MIX Technologies warrants its products to be free from defects in material and manufacture. The are no other warranties by PRO MIX
Technologies of any nature whatsoever, expressed or implied. This information is based on data and knowledge believed to be true and accurate
at time of publication and is offered as a resource for the users of our products. PRO MIX Technologies assumes no liability in the use of this
information and does not warranty the results obtained for any application. PRO MIX Technologies shall not be liable for damages of any sort,
from the use or results of this product and shall not be responsible for conditions outside its control, including but not limited to, other materials,
design, inspection, workmanship and field conditions. No statement, recommendation, or other information is intended to infringe on any patent
or copyright held by others.
P.O. Box 6 Allen, Tcxas 75013 (972) 772 -6010 (972) 562 -1822 Fax Copyright 1998 Pro Mix Technologies, L.I_C.
P
P LASTIMIX 100R
SET RETARDING
WATER REDUCING
ADMIXTURE FOR CONCRETE
DESCRIPTION:
Plastimix 100R is a set retarding, water reducing
admixture for concrete. It is designed to facilitate the
placing and finishing of concrete while providing
control of set time. Plastimix 100R improves cement
performance resulting in improved ultimate strengths
and related concrete properties. It is especially
beneficial during hot weather concreting operations
when control of setting time and maintenance of a
placeable consistency are essential.
ADVANTAGES:
Improves concrete quality by
decreasing water cement ratio for a given degree
of workability
Increases both compressive
and flexural strengths
Increases density and relative durability
Reduces cracking and shrinkage
Reduces segregation
Provides superior finishability on all flatwork,
slip formed and pre -cast surfaces
Improves pumpability of concrete
Maintains slump life during extended
mixing times
Provides uniform control of setting
time based on dosage rate
Aids to reduce peak heat of hydration, reducing
thermal cracking.
M lXtech
DOSAGE RATE:
Plastimix 100R is recommended for use at a dosage
rat of 2 to 4 fluid ounces per 100 pounds (130 to 326
ml per 100 kg) of cement.
SPECIFICATIONS:
Conforms to ASTM C 494 Type B
ASTM C494 Type D
AASHTO M 194 Types B and D
CRD C 87 Types B and D
TECHNICAL NOTE:
Plastimix 100R does not contain any purposely
added calcium chloride or other chloride based
components. It will not promote or contribute to
corrosion of reinforcing steel in concrete.
COMPATIBILITY:
Plastimix 100R is compatible with all types of
Portland cement, clacs C ands F fly ash, slag,
microsilica, calcium chloride, fibers and approved
water reducing, and super plasticizing admixtures.
Plastimix 100R can be used in all white, colored, and
architectural concrete. For best results, the air
entrainment should be added separately into the
concrete mix.
Note: As the dosage rate of Plastimix 100R
increases, concrete set times are increased.
PRO MIX Technologies warrants its products to be free from defects in material and manufacture. The are no other warranties by PRO MIX
Technologies of any nature whatsoever, expressed or implied. This information is based on data and knowledge believed to be true and accurate
at time of publication and is offered as a resource for the users of our products. PRO MIX Technologies assumes no liability in the use of this
information and does not warranty the results obtained for any application. PRO MIX Technologies shall not be liable for damages of any sort,
from the use or results of this product and shall not be responsible for conditions outside its control, including but not limited to, other materials,
design, inspection, workmanship and field conditions. No statement, recommendation, or other information is intended to infringe on any patent
or copyright held by others.
P.O. Box 6 Allen, Texas 75013 (972) 772 -6010 (972) 562 -1822 Fax Copyright 1998 Pro Mix Technologies, I_LC