Riverchase (6.2)-LR 971030CONCRETE COMPRESSIVE STRENGTH TEST ]~
ENGINEERING, IN'C.
4747 Irving Rlvd., Suite 8206
Dallas, Texas 75247
Date of Service: 10/01/1997 Report No.: 9721192 Report Date
10/30/1997
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: SpCIDg Valley ConstrUetloll
CONCRETE SUPPLIER: PlOneel COT1Crete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: S"
AIR: N/A
TEST METHOD: ASTMC-]43
ASTM C-172
ASTM C-39
SAAfPLE LOCATION: 45'E to 50'N of SW corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I
I 2
1 3
1 4
1 5
6
CONCRETE CLASS: 9339
PLACEMENT DATE: 1O/O1/1997 BATCH TIME: 9:O$am
TIME SAMPLED: 9:30 am ev: George Baxter
WEATHER CONDITIONS: Raln
"TEMPERATURE (F)-AIR SO F CONCRETE: 82 F
TRUCK NO: 752 TICKET NO: SS8326
AIR CONTENT (%): N/A UNIT WEIGHT (pcq: N/A
PLACEMENT LOCATION:
Paving, from southwest approach, 60' eazt to 120' north, [hen east 80' by 40' wide
REPORT OF TESTS
6.00 10/04/1997
6.00 10/08/ 1997
6.00 l 0/08/ 1997
6.00 10/29/1997
6.00 10/29/1997
Hold
MAXIMUM
AGE LOAD
(days) (Ibs. Coro)
3 86300
7 98470
7 90690
Average
28 109890
28 111500
Average
ACCUMULATIVE YARDS: 6O
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3050
3480
3210
3350
3890
3940
3920
This report is exclusively (or the use of the client indicated above and shall nut be reproduced except in full without the written approval of HBC Engineering, Inc.
OIAK Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST 1 ~
ENGN]EERINC'i, INC.
4747 Irving Blvd., Suite #20G
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
10/30/1997
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 coNCaETE eLASS: 9339
CONCRETE SUPPLIER: hlOneer CODCrete PLACEMENT DATE: 1O/O1 /1997 BATCH TIME: lO:3O am
PLANT: 22 TIME SAMPLED: 11:1 O am ~ BY: GaOrge Barter
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: MOScIy CIOUdy
STRENGTIi: 3000 pSl @ 28 Days TEMPERATURE (F)-AIR $1 F CONCRETE: 8O F
SWMP: S" TRUCK NO: 4S4 TICKET NO: SS834O
AIR: N/A AIR CONTENT(^i ): N/A UNIT WEIGHT (pc Q: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
ASTM C-172 see page I
ASTM C-39
SAMPLE LOCATION: 10'E to 90'N of S W corner
REPORT OF TESTS ACCUMULATIVE YARDS: 13
CYLINDER MEASURED MAXIMUhf COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTORE
SET NO. (inches) TESTEU (days) (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 89190 3150
2 5 6.25 10/29/1997 28 92500 3270
Average 3210
2 6 Hold
This report is exclusively for [he use of dte client indicated above and shall no[ be reproduced except in full without [he written approval of HBC Engineering, Inc.
OIAK Pagc 2 oC3
CONCRETE COMPRESSIVE STRENGTH TEST ~.1_Jl..
ENGINEERBJG, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 10/01/1997 Report No.: 9721192 Report Date
10/30/1997
Client 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 Construction
CONCRETE SUPPLIER: PlOneer CODCrete
PLANT: 22
SPECIFICATION REQUIRF,MENTS
STRENGTH: 3000 p51 @ 28 Days
SLUMP: S"
AIR: N/A
TEST METHOD:
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
100'E to 25'S ofNW corner
CONCRETE CLASS: 9339
PLACEMENT DATE: IO/O1/1997 BATCH TIME: 12:34 pm
TIME SAMPLED: 1:30 pm BY: GCOrge BaXteC
WEATHER CONDITIONS: Partly C10Udy
TEMPERATURE (F) -AIR 9O F CONCRETE: 84 F
TRUCK NO: SS2 TICKET NO: 558356
AIR CONTENT (% ): N/A UNIT W EIGHT (pcQ: N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS ACCOMULATIVE YARDS: 22O
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
3 1 5.50 10/04/1997 3 67960 2400
3 2 5.50 10/08/1997 7 89720 3170
3 3 5.50 10/08/1997 7 84700 3000
Average 3090
3 4 S.SO 10/29/1997 28 120350 4260
3 S 5.50 10/29/1997 28 100190 3540
Average 3900
3 6 Hold
Technician: George Baxter started: 7:30 am Finished: 3:30 pm ~, Engineer' ne.
Report Distribution:
(1)Dallas Car Wash, Ltd. (I)cily of Coppell
(1) Winkelmann & Associates, Inc. EUgene 1"laCbOUr
(1) ROF/DW Architects Vice President
(p Spring Valley Conslmclion
This report is exclusively for the use of the client indicated above and shall not he reproduced except in full withoa[ [he written approval of HBC Engineering, Inc
OIAK Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
ENGINEERWG, W
4747 Irving Blvd., Suite pi
Dallas, Tezas 752
Date of Service: 10/22/1997
Client No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 75231
Report No.: 9722826 Report Date
] 0/30/ 1997
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 CDnstrnetlo^
CONCRETE SUPPLIER: PlOneer CODCrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: S"
AIR: 3-6%
TEST METHOD: ASTM 0-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See Attached
CONCRETE CLASS: 9339
PLACEMENT DATE: IO/22/1997 DATCH TIME: 9:32 am
TIME SAMPLED: 9:SS am Bv: Brian Otis
WEATHER CONDITIONS: C10Udy, 0001
TEMPERATURE (F) -AIR 6O E CONCRETE: 76 F
TRUCK NO: 398 TICKET NO: 564983
AIR CONTENT (% ): 4.$ CINIT W EIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving, Car Wash Drive, Fire Lane and Parking
REPORT OF TESTS ACCUMULATIVE YARDS: 6O
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 S.7S 10/25/1997 3 52150 1840
1 2 S.7S 10/29/1997 7 75280 2660
1 3 5.75 11/19/1997 28
1 4 5.75 11/19/1997 28
I S Hold
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.
GIMP Page 1 of3
CONCRETE COMPRESSIVE STRENGTH TEST 11_JL_.
ENGINEERING, INC.
4747 Irving Blvd., Suite H2O6
Dallas, Texas 75247
Date of Service: 10/22/1997 Report No.: 9722826 Report Date
10/30/1997
Client No.: 17192300
Client: Dallas Car Wash, Ltd.
Attn: Grey Stogner
6780 Abrams Road, Suite 207
Dallas TX 7523 ]
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 Construction
CONCRETE SUPPLIER: PlDneer COnCrete
PLANT: 22
SPECIFICATION
STRENGTH
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
S ~~
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See Attached
CONCRETE CLASS: 9339
PLACEMENT DATE: 1O/22/1997 BATCH TIME: 11:51 am
TIME SAMPLED: 12:1$ pm BY: Brian Otl$
WEATHER CONDITIONS: CIOUdy, 0001
TEMPERATURE (F)-AIR 66 F CONCRETE: 7$ F
TRUCK NO: 398 TICKET NO: S6SO12
AIR CONTENT (%>: 4.6°/a UNIT W EIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving, Car Wash Drive, Fire Lane and Parking
REPORT OF TESTS ACCUMULATIVE YARDS: ISO
CYLINDER
MARKED
SET NO
2 1
2 2
2 3
2 4
2
S
MEASURED
SLUMP
(inches)
5.75
5.75
5.75
5.75
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (Jays) (Ibs. force) (psi)
10/25/1997 3 53600 1900
10/29/1997 7 87590 3100
11/19/1997 28
11/19/1997 28
Hold
FRACTURE
TYPE
~'
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.
OIMP Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST ~_ 1JL.
ENCINEERIIJG, INC.
4747 Irving Blvd., Suite 8206
Dallas, Texas 75247
Date of Service: 10/22/1997 Report No.: 9722826 Report Date
10/30/1997
Client 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 Construction
CONCRETE SUPPLIER: PlDneer Concrete
PLANT: 22
SPECIFICATION
STRENGTH.
SLUMP:
AIR:
TEST METHOD:
REQUIREMENTS
3000 psi @ 28 Days
S ~~
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See Attached
CONCRETE CLASS: 9339
PLACEMENT DATE: 10/22/1997 BATCH TIME: 12:30 pm
TIME SAMPLED: 1:45 pm BY: Br1aR Gtls
WEATHER CONDITIONS: clOUdy, Mlld
TEMPERATURE (F) -AIR 68 F CONCRETE: 8I F
TRUCK NO: 6SS TICKET NO: SS91S2
AIR CONTENT (% ): 4.2 UNIT WEIGHT (pcQ: N/A
PLACEMENT LOCATION:
Paving, Car Wash Drive, Fire Lane and Parking
REPORT OF TESTS ACCUMULATIVE YARDS: 2SO
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi TYPE
)
3 1 6.00 10/2S/1997 3 58090 2050
3 2 6.00 10/29/1997 7 74090 2620
3 3 6.00 11/19/1997 28
3 4 6.00 11/19/1997 28
3 S Hold
Technician: Brian Otis Started: $:30 am Finished: 3:30 pm ~ Engil ~lEi nc.
Report Distribution: I
(1) Dallas Car Wash, Ltd. (1) City of Coppell
(I) Winkelmann & Associates, Inc. $U ne Harbour
(q ROF/DW Architects Vice President
(1) 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 HDC Engineering, Inc
111 MP Page 3 of 3