Villages of CC 6-LR 950627 Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIEhT: Doze Construction Co., Inc. DATE: 27 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell, TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops, south center street
LOCATIOn. OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX hO. 721
Truck No. 125 Ce~er, t
Ticket ho. 15580 FIyash
T:'~e Ba;chec 2: 501::m Sa~d
T,me Sam:) ecl 3:301:;m ir:.
Concrete Temp. ~ASTM ~,10e-'i 93°F 1.0 ~r.
A~r Content :ASTM C23!~ 4.2% Water
U.-.it Weight ;ASTM C138) Admix #1
Admix ~2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C39l (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
IASTM C143) psi Strength
5 3.50 7 07104!95 106,100 3750
6 3.50 7 07104.,'95 106,200 3760
7 3.50 28 07/25195
8 3.50 28 07125i95
28-Day Average 3000
TECHNICIAN: MFM [2:30pm-4:30pm)
DISTRIBUTION: (2) Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallaa, Texas 75229 (214) 351-6419 Fax (214) 351-$148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co., Inc. DATE: 27 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell, TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops, south center street
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 721
Truck No. 125 Cement
Ticket No. 15580 Flyash
T;me Batched 2:SOpm Sand
Time Sampled 3:30em in.
Concrete Temp. IASTM C10641 93~F 1.0 in.
Air Content (ASTM c2all 4.2% Water
Unit Weight ~ASTM Cl 381 Admix #1
AEA
COMPRESSIVE STRENGTH TESTS IASTM CaSl (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total lead Compressive Required
Number Inches Days Date Pound, Strength 28-Day
~ASTM C1431 psi Strength
5 3.50 7 07/04/95 106,100 3750
6 3.50 7 07/04/95 106,200 3760
7 3.50 28 07/25195 [33,200 47].0
8 3.50 28 07/25,.'95 [29,200 4570
28-Day Average 4640 3000
TECHNICIAN: MFM (2:30pm-4:30pm)
DISTRIeUTION: (2! Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallaa. Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co., Inc. DATE: 27 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell. TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops, south center street
LOCATION OF POUR SET 2:
SAMPLE DATA: SET I SET 2 MIX NO. 721
Tr~ck No. 125 Cement
Tic,et No. ~ 5580 Flyash
Time Ba',chec 2:50pm Sand
Time Sampled 3:30om in.
Concrete Temp. (ASTM ClOe41 93OF 1.0 ;n.
Air Content IASTM C2311 4.2% Water
Unit Weight IASTM Claal Admix //1
Admix //2
AEA
COMPRESSIVE STRENGTH TESTS !AST~ c3el (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Stren.gth 28-Day
(ASTM C143) pSI Strength
5- 3.50 7 07/04/95 106,100 3750
6 3.50 7 07;04/95 106,200 3760
7 3.50 28 07125/95 133,200 47].0
8 3.50 28 07125/95 129,200 4570
2B-Day Average 4640 3000
TECHNICIAN: MFM (2:30pm-4:3Opm)
DISTRIBUTION: (2) Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallaa, Texaa 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIEhT: Doze Construction Co., Inc. DATE: 27 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell, TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: S:orm drain inlet tops, south center street
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 721
Tr,~ck No. 125 Cement
Ticket No. 15580 FIyas~
T:me Ba:;hed 2:50pm Sand
Time Sam.~led 3:303m ~n.
Air Content iASTM C2311 4.2% Water
Unit Weight [ASTM C1381 Admix //1
Aomix //2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C391 (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Stren.gth 28-Day
{ASTM C 143) ps1 Strength
5 3.50 7 07/04/95 106,100 3750
6 3.50 7 07i04/95 106,200 3760
7 3.50 28 07/25195
8 3.50 28 07!25/95
28-Day Average 3000
TECHNICIAN: MFM (2:30pm-4:30pm)
DISTRIBUTION: (2) Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallas. Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co., Inc. DATE: 26 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppe!l, TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops
LOCATION OF POUR SET 2:
SAMPLE DATA: SET I SET 2 MIX NO. 913
Truck No. 105 Cement
T;cket No. ! 5559 Flyash
T.me Batchec ~ :55~m Sand
Time Sampled 2:45om m.
Concre*.e Temp. !ASTM C~0e4~ 94=F 1.0 m.
Air Content (ASTM C231~ ~.3% Water
Umt Weight ~ASTM ,~138) Admix //1
Admix //2
AEA
COMPRESSIVE STRENGTH TESTS iASTM C39) {Standard 6 inch x 1 2 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
IASTM C'L,A,.3t psi Strength
1 3.50 7 07~03/95 89,000 3150
2 3.50 7 07/03/95 92,600 3270
3 3.50 28 07/24/95 ].06,600 3770
4 3.50 28 07/24~95 113,400 4Q~.0
28-Day Average :3890 3000
TECHNICIAN: MFM 11:30pm-3:45pm)
DISTRIBUTION: (2) Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallas. Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co., Inc. DATE: 26 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell. TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 913
Truck No. 106 Cement
T;cket No. 15569 Flyash
T:me Ba-.ched 1:55pm Sand
Time Sampled 2:45pm in.
Concrete Te~. p. ;ASTM C1064) 94°F ! .0 in.
A~r Content ~ASTM C231l 4.3% Water
Unit Weight ;ASTM C138l Admix //1
Admix //2
AEA
COMPRESSIVE STRENGTH TESTS {ASTM C391 (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
{ASTM C143) psi Strenglh
1 3.50 7 07/03/95 89,000 3150
2 3.50 7 07/03/95 92,600 3270
3 3.50 28 07/24/95 106,600 3770
4 3.50 28 07/24/95 113,4Q0 4Q10
28-Day Average 3890 3000
TECHNICIAN: MFM (1:30pm-3:45pm) ~ ~
DISTRIBUTION: (2) Doze Construction Co., Inc,
2870 Walnut Hill Lane Delian, Texae 76229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co.. Inc. DATE: 26 June 1995
PROJECT: Cottonwood Creek Phase 6, Coppell, TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MiX NO. 913
Trdck No. 1
Ticket No 155,59 F'yash
Time Ba.*.ched 1:55.~ Sard
T~r~e Sa.."'p'ed 2:45pm ir.
Concrete Temp. ;ASTM C!0e4!
Air Content IASTM C231) 4.3% Water
Unit We;cbt ~ASTM Cl
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C391 (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strenglft 28-Day
(ASTM C 143) psi Strength
1 3.50 7 07~03/95 89,000 3150
2 3.50 7 07103195 92,600 3270
3 3.50 28 07/24/95
4 3.50 28 07124/95
28-Day Average 3000
TECHNICIAN: MFM (1:30pm-3:45pm) ~ ~If-
DISTRIBUTION: (2! Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Doze Construction Co., Inc. DATE: 26 June 1995
PROJECT: Cottonwood Creek Phase 5, Coppell. TX SUPPLIER: Redi-Mix
LOCATION OF POUR SET 1: Storm drain inlet tops
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO. 913
Tru~ ~.o. ;C-3 Cemen[
T;cket i~o. 15559 Flyash
T;me Batched 1:55~-- Sand
Time Sampled 2:459m in.
Concrete Temp. (~,ST'a C;C'~4~ 94°F ~.0 ~n.
Air Content ~ASTM C231) 4.3% Wate~
Unit Weight :ASTM C138) Admix # 1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C39! (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Stren.gth 2B-Day
(ASTM Cl 43) pSI Strength
1 3.50 7 07~03~95 89,000 3150
2 3.50 7 07103/95 92,600 3270
3 3.50 28 07!24/95
4 3.50 28 07/24/95
28-Day Average 3000
TECHNICIAN: MFM (1:30pm-3:45pm)
DISTRIBUTION: (2) Doze Construction Co., Inc.
2870 Walnut Hill Lane Dallas. Texas 75229 (214) 351-6419 Fax (214) 351-5148
"ExceL Lance by ~v_~r~_rience,,
POBox 92548 ·
SouthLake, Texas 760~2 ·
CO~ULTXNG ENGINEERS XN~
~;nvironme~taL Assessments
SoiLs & Foundations
Construction NstertaLs Testing
Commercial & Industrial Inspection
(817) 329-0281
CONCRETE CYLINDER TEST RESULTS
PROJECT: Villages at Cottonwood Creek LOCATION: Coppell
JOB ~: 94-1200 DATE OF BREAK: 06-27-95 DAY: Tuesday
CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman Inc
CYL. SLUMP DATE OF DAYS
X . D . LOCATION ( IN. ) SAMPLE AGED POUNDS PSI
Hardwick Ct: 9 C @ cul-de-sac
9 D @ cul-de-sac
3.75" 05-30-95 28 110,500 3909
3.75" 05-30-95 28 108,500 3838
Comptom Ct: 10 C @ Station 1+00
10 D @ Station 1+00
2.75" 05-30-95 28 109,000 3856
2.75" 05-30-95 28 110,000 3891
Loxley Dr: 11 C @ Station 5+50
11 D @ Station 5+50
2.0" 05-30-95 28 111,500 3944
2.0" 05-30-95 28 109,500 3873
12 C @ Station 2+00
12 D @ Station 2+00
2.25" 05-30-95 28 100,500 3555
2.25" 05-30-95 28 106,500 3767
Layton Dr: 13 C @ Station 5+00
13 D @ Station 5+00
2.0" 05-30-95 28 109,500 3873
2.0" 05-30-95 28 111,500 3944
14 C @ Station 3+00
14 D @ Station 3+00
2.25" 05-30-95 28 110,000 3891
2.25" 05-30-95 28 113,500 4015
SPECIFICATIONS: 3000 psi @ 28 days
SUPPLIER: Glenn Thurman, Inc
Brandon McKenzie
Technician
Pioneer Concrete Of Texas, Ine.
240 Singleton Boulevard
Dallas, Texas 75212
COl~B~CTOR: G 1 en Thurman
PROJECT: Villages of Cottonwood Ck.
City of Coppel!
MIX SPECIFICATIONS:
DAT~: 06-27-95
MIX DESIGN ~ 9339
Strength:3000 psi
Slump: 5"
Air: 3-S%
W/C Ratio 6.05 (Gal/Sack)
W/C Ratio 0.S4 (Lb/Lb)
Max. Tempera%ute: 95
Conorete must D~ sampled per ASTM
Tes~ ~pecimen~ must be made aBd cured per ASTM
MATERIALS
Cement
Fly Ash
A~m~xture
Admixture
ASTM STANDARDS WEIGHTS
ASTM C-150 Type I 470 lb's.
ASTH C-6i8 Type lb~.
'~STM--C ~ 3~ ~7 ~" 18410 Lbs.
ASTM- C-33 lbS,
~"
ASTM C~.330
AS TM--C-~ 3~. f34.7
k-S-TH
ASTM C=494 Type A or D 14.'1'
A~TN- C-'494 ~YP~ oz.
AsTH C'U260 3
252 lbe-
Wa=er
Quality Conurol Department
240 Singlenon S!vd.
Dallas
Texas 75212
ouali~¥ co~.:%rol Manager
Gary~C DePfiest
9h~ne: (214) 651-S020
· ax: (214; 651-1810
Pla&Se send %he ~es= result~ from %~job =o the Quality
Co~%'~rol Department