Riverchase (6.2)-LR 971009CONCRETE COMPRESSIVE STRENGTH TEST ~~
ENGINEERAIG, INC.
4747 Irving Blvd., Suite k20G
Dallas, Texas 75247
Date of Service: 10/01/1997
Client No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 75231
Report No.: 9721192 Report Date
10/09/1997
Project No.: 43-1803-97
ACE
(aaya)
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Spring Valley CDn$trDetlDn
CONCRETE SUPPLIER: Pioneer COUCrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 p51 @ 28 Days
SLUMP: S°
AIR: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 45'E to 50'N of SW corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I
1
1
1
1
1
CONCRETE CLASS: 9339
PLACEMENT DATE: lO/O1/1997 RATCH TIME: 9:08 am
TIME SAMPLED: 9:30 am RY: George Baxter
WEATHER CONDITIONS: Rain
TEMPERATURE (F)-AIR 8O F CONCRETE: 82 F
TRUCK NO: 7S2 TICKET NO: SS8326
AIR CONTENT (°o): N/A UNIT WEIGHT (pcp: N/A
PLACEMENT LOCATION:
Paving, from southwest approach, 60' east [0 120' north, then east 80' by 40' wide
REPORT OF TESTS
1 6.00 ]0/04/1997
2 6.00 10/08/1997
3 6.00 10/08/1997
4 6.00 10/29/1997
5 6.00 10/29/1997
6 Hold
3
Project: Grand Car Wash
Riverchase and MacArthur
Coppell, Texas
ACCUMULATIVE YARDS: 6O
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(Ibs. force) (psi) TYPE
86300 3050
7 98470 3480
7 90690 3210
Average 3350
28
28
This report is exclusively for [he use of the client indicated above and shall not be reproduced except in full without [he written approval of HDC Engineering, Inc.
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CONCRETE COMPRESSIVE STRENGTH TEST ~-~
ENGINEERING, INC.
4747 Irving Blvd., Suitc p206
Dallas, Texas 75247
Date of Service: 10/01/1997 Report No.: 9721192 Report Date
10/09/1997
Client No.: 1.7192300
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
coNTRACroR: Spring Valley Construction
CONCRETE SUPPLIER: lllOlleer COBCrete
PLANT: 22
SPECIFICATION
STRENGTH
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
CONCRETE CLASS: 9339
PLACEMENT DATE: 1 O/O1/1997 BATCH TIME: lO:3O am
TIME SAMPLED: 1 1:1 O altt Bv: George Baxter
WEATHER CONDITIONS: MOStIy CIOUdy
'TEMPERATURE (F) -AIR $ I F CONCRETE: SO F
TRUCK NO: 454 TICKET NO: S$8340
AIR CONTENT (% ): NIA UNIT WEIGHT (pcq: NIA
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 10'E to 90'N of S W corner
REPORT OF TESTS ACCUMULATIVE YARDS: I3
CYLINDER MEASURED MAXIMUA1 COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED da s
( Y)
(Ibs. force)
(psi) TYPE
2 1 6.25 10/04/1997 3 48640 1720
2 2 6.25 10/08/1997 7 69620 2460
2 3 6.25 10/08/1997 7 70480 2490
Average 2480
2 4 6.25 10/29/1997 28
2 5 6.25 10/29/1997 28
2 6
Hald
This report is exclusively for the use of [he client indicated above and shall no[ be reproduced except in full without the written approval of IiBC Engineering, Inc.
UTAK Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST ~_ lJl_.
ENGA)EERING, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 10/01/1997 Report No.: 9721192 Report Date
10/09/1997
Client No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 75231
Project: Gcand 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
coNTRACroR: Spring Valley Construction
CONCRETE SUPPLIER: PlOneer CORCrete
PLANT: 22
SPECIFICATION
STRENGTH
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
S"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100'8 to 25'S of NW corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
Project No.: 43-1803-97
CONCRETE CLASS: 9339
AIR CONTENT (%): NIA
PLACEMENT LOCATION:
See page I
PLACEMENT DATE: lO/O1/1997 BATCH TIME: 12:34 pm
TIME SAMPLED: 1:30 pm ev: George Baxter
WEATHER CONDITIONS: Partly ClOndy
TEMPERATURE (F)-AIR 9O F CONCRETE: 84 F
TRUCK NO: 552 TICKET NO: SS83S6
UNIT WEIGHT (pct): N/A
REPORT OF TESTS
3 1 S.SO 10/04/1997
3 2 5.50 10/08/1997
3 3 5.50 10/08/1997
3 4 5.50 10/29/1997
3 5 5.50 10/29/1997
3 6 Hold
AGE
(days) MAXIMUM
LOAD
(Ibs. Corce)
3 67960
7 89720
7 84700
Average
28
28
ACCUMULATIVE YARDS: 22O
COMPRESSIVE
STRENGTH
(Psi)
2400
FRACTURE
'TYPE
3170
3000
3090
Technician: George Baxter Started: 7:30 am Finished: 3:30 pm 1171_, Engtn g, Inc.
Report Distribution:
(I) Dallas Car Wash, L[d. (I) City of Coppell
(I) Winkelmann & Associates, Inc. Eugene HarbOUr
(p ROF/DW Architects Vice President
(I) Spring Valley Construction
This report is exclusively for the use of the client indicated above and shall no[ be reproduced except in full without the written approval of HBC Engineering, Inc
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