Riverchase (6.2)-LR 971202CONCRETE COMPRESSIVE STRENGTH TEST ,~
ENGINEERING, INC.
4747 Irving Blvd., Suite #20G
Dallas, Texas 75247
Re ort No.: 9723561 Report Date
Date of Service: 10/31/1997 p 12/02/1997
Clicnt No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 75231
Project No.: 43-1803-97
Project: Grand Car Wash
Riverchase and MacArthur
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Spring Valley COD$tCUC[IOn CONCRETE CLASS: 9339
CONCRETE SUPPLIER: PlOneer CODCrete PLACEMENT DATE: lO/31/1997 BATCH TIME: lO:3O am
PLANT: 22 TIME SAMPLED: 12:00 pm Bv: Keith Fowler
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psl @ 28 Days
SLUMP: 3-S~
Ala: N/A
TEST METHOD:
SAMPLE LOCATION:
CYLINDER
MARKED
SET NU.
1 1
1 2
3
4
ASTM C-143
ASTM C-172
ASTM C-39
Southeast approach
MEASURED
SLUMP
(inches)
4.50
4.50
4.50
4.50
WEATHER CONDITIONS:
TEMPERATURE (F) -AIR
TRUCK NO: 7S2
AIR CONTENT (% ): NIA
PLACEMENT LOCATION:
Paving section
Clear, warm
7O F CONCRF,TE: $2 F
TICKET NO: $67173
REPORT OF TESTS
UA'fE
TESTED
I I /U7/ I `JY/
1 1 /07/ 1997
11/28/1997
11/28/1997
MAXIMOM
AGE LOAD
(days) (Ibs. force)
7 83630
7 86050
Average
28 113530
28 110960
Average
UNIT WEIGHT (pcQ: N/A
ACCUMULATIVE YARDS: lO
COMPRESSIVE
STRENGTH
(Psi)
FRACTURE
TYPE
2960
3040
3000
4010
3920
3970
Technician: Keith Fowler Started: 11:30 Finished: 1:00 pm ~ ERlrineeCl-Q. Inc.
Report Distribution
(1)Dallas Car Wash, Ltd (I)City of Coppell
(1) Winkelmann & Associates, Inc. Eugene Harbour
(I) ROF/D\4 Architects Vice President
(I) Spring Valley Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without [he written approval of HBC Engineering. Inc
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CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERING, INC.
4747 Irving Blvd., Suitc N206
Dallas, Texas 75247
Date of Service: 10/29/1997 Report No.: 9723352 Report Date
12/02/1997
Client No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogtter
6780 Abrams Road, Suite 207
Dallas TX 75231
Project No.: 43-1803-97
Project: Grand Car Wash
Riverchase and MacArthur
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
PROJECT DATA
Spring Valley Construction CONCRETE CLASS: 9339
Pioneer Concrete PLACEMENT DATE: lO/29/1997 BATCH TIME: 12:OSpm
22 'T'IME SAMPLED: 12:45 pm Rv: Dennis Taylor CET
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi 11 28 Days
sLUn1P: 5" max
AIR: N/A
TEST METHOD: ASTM 0-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
2nd bay door area N from S end on W
WEATHER CONDITIONS: Partly CIOUdy
TEMPERATURE (F)-AIR 7O F CONCRETE: 73 F
TRUCK NO: SS2 TICKET NO: S66$9O
AIR CONTENT (% ): N/A UNIT W EIGHT (pc0: N/A
PLACEMENT LOCATION:
Paving, W side of oil service bldg to curb line, W of bldg; E side of oil service bldg to 20'E
of bldg; Curb and gutter along south side of car wash bldg
REPORT OF TESTS AccuMULATrvE YARDS: 160
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DACE AGE LOAD STRENGTH
(inches) TES'CED (days) (Iba. force) (psi)
1 6.00 11/OS/1997 7 89430 3160
2 6.00 Il/OS/1997 7 90460 3200
Average 3180
3 6.00 11/26/1997 28 110740 3920
4 6.00 11/26/1997 28 117600 4160
Average 4040
FRACTURE
'TYPE
This report is exclusively for [he use o[ [he client indicated above and shall not be reproduced ezcep[ in full without [he written approval of HBC Engineering, Inc.
GIMP Page 1 oft
CONCRETE COMPRESSIVE STRENGTH TEST ,-~
FrNGINEERWG, INC.
4747 Irving Blvd., Suite N20G
Dallas, Texas 75247
Date of Service: 10/29/1997 Report No.: 9723352 Report Date
12/02/1997
Client No.: 17192300 Project No.: 43-1803-97
Client: Dallas Car Wash, Ltd. Project: Grand Car Wash
Attn: Grey Stogner Riverchase and MacArthur
6780 Abrams Road, Suite 207
Dallas TX 75231 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.**
PROJECT DATA
wrvrRACTOR: Spring Valley Construction
CONCRETE SUPPLIER: PIOReeC CORCrete
PLANT: 22
SPECIFICATION
STRENGTH
SLUMP:
nlR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
5" max
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
2 I
2 2
2 3
2 4
I st bay door S of N end at W side
CONCRETE CLASS: 9339
PLACEMENT DATE: I O/29/1997 BATCH TIME: 2:16 pm
TIME SAMPLED: 3:00 pm DY: Dennis Taylor CET
WEATHER CONDITIONS: Partly Clolldy
TEMPERATURE (F)-AIR 74 F CONCRETE: 77 F
TRUCK NO: 841 TICKET NO: 566917
AIR CONTENT(%): N/A
PLACEMENT LOCATION:
See Page I
REPORT OF TESTS
MEASURED
SLUMP
(inches)
6.00
6.00
6.00
6.00
ACCUMULATIVE YARDS: NIA
MAXIMOM COMPRESSIVE
DATE AGE LOAD STRENGTH
'fES'CED (days) (Ibs. force) (psi)
11/05/1997 7
11/05/1997 7
11/26/1997 28
11/26/1997 28
72550
75000
Average
93500
97840
Average
2570
2650
2610
3310
3460
3390
FRACTURE
TYPE
Technician: Dennis Taylor CET started: 10:30 Finished: 3:30 pm ~-~ Engin ng, Inc.
Report Distribution: V
(I) Dallas Car Wash. Ltd. (p City oYCoppell
(I) Winkelnxurn & Associates, Ina Engene arbour
(I) 120E/DW Architects Vice President
(I) Spring Valley Consu'uctimt
this report is exclusively for [he use of the client indicated above and shall no[ be reproduced except in full without [he written approval of HBC Engineering, Inc
UNIT WEIGHT (pcl): N/A
01AIP Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST I~
ENGINEERUIG, INC.
4747Irving Blvd., Suite p206
Dallas, Texas 75247
Date of Service: 11/19/1997 ReportNo.: 9725065 Report Date
12/02/1997
Client No.: 17192300 Project No.: 43-1803-97
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 75231
Project: Grand Car Wash
Riverchase and MacArthur
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: SprIDg Valley CDn$trDetlDn CONCRETE CLASS: 9114
CONCRETE SUPPLIER: lalOneer CORCrete PLACEMENT DATE: 11/19/1997 BATCH TIME: 1:20 pm
PLANT: 22 TIME SAMPLED: 1:45 pm BY: Charlie Shllrtleff
SPECIFICA"PION REQUI REMENTS WEATHER CONDITIONS: Some CIOUdS
STRENGTH: 2500 psi @ 28 Days TEMPERATURE (F)-AIR S8 F CONCRETE: 68 F
SLUMP: 3-5" TRUCK NO: S12 TICKET NO: 574416
vR: 4-6°/a AIR CONTENT (%): N/A UNIT WF,IGHT (pcf): NIA
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Sidewalk at front entry
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Sidewalk next [o paving curb
REPORT OF TESTS AccuMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) "TESTED (days) (Ibs. force) (psi) TYPE
1 I 6.00 11/26/1997 7 85860 3040
1 2 6.00 11/26/1997 7 87950 3110
Average 3080
1 3 6.00 12/17/1997 28
1 4 6.00 12/17/1997 28
Technician: Charlie Shurtleff started: 11:30 Finished: 2:30 pm ~~ En>rineeralRe. Inc.
Report Distribution:
(I)Dallas Car Wash, Ltd. (I)City of Coppell /-
(1) Winkelmann & Associates. Inc. Eugene Ha[bOUf
(I) ROF/D W Arehitcets' Vice President
(p Spring Valley Construction
Phis repon is exclusively for [he use o(the client indicated above and shall no[ be reproduced except in full without the written approval of HBC Hngineering, Inc
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