ST9502-LR 960530CONCRETE COMPRLoSIVE STRENGTH TES
4747 Irving Blvd., Suite #206
Dall~, Texa~ 75247
Date of Service:
Client No.:
Client:
Services:
05/30/1996
79543000
Site Concrete, Inc.
Ms. Jean Boney
P.O. Box 140096
Irving TX 75014-0096
Report No.: 964231
Project No.: 43-1222-96
Project: Town Center
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Site Concrete
CONCRETE SUPPLIER: Contractor Made
PLA~: On-Site
SPECIFICATION REQUIREMENTS
STRENGTH: 3600 psi ~ 28 Days
2" - 3"
4 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 3.0 06/27/1996
1 2 3.0 06/27/1996
PROJECT DATA
CONCRE~ CLASS: N/A
PLACEMF_2~ DATE: 05/30/1996 BATCH TIME: N/A
TIME SAMPLED: 9:45 am BY: Zach Howard
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 5.1%
PLACEMENT LOCATION:
Partly cloudy
79 F CONCRETE: 83 F
TICKET NO: N/A
trmx wmairr (~*0: N/A
Paving, center of Town Center Boulevard
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
AGE LOAD
(days) 0hz. force)
Station 2+75
200+
COMPRESSIVE
STRENGTH
(~)
28 106200 3760
28 108640 3840
FRACTURE
TYPE
Refer to Report No. 964232 for time.
Technician: Zach Howard
Report Distribution:
(1) Site Concrete, Inc.
(1) City of Coppell
Started: Finished:
ring, Inc.
- Eugene Harbour
Vice President
01AS This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPRL3SIVE STRENGTH TES.'
4747 Irvln~ Blvd., Suite 0206
DnlIn% Texas 7S247
Date of Service:
Client No.:
Client:
Services:
05/30/1996
79543000
Site Concrete, Inc.
Ms. Jean Boney
P.O. Box 140096
Irving TX 75014-0096
Report No.: 964231
Project No.: 43-1222-96
Project: Town Center
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field test and cast compressive
strength samples.**
SLUMP:
AIR:
TEST METHOD:
co~crRACrOR: Site Concrete
CONCm~r~ SUPPLIER: Contractor Made
PI.nm': On-Site
SPECIFICATION REQUIREMENTS
STRENGTH: 3600 psi ~ 28 Days
2" - 3"
4 - 6%
ASTM C-39
ASTM C-172
ASTM C-143
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 ! 3.25 06/27/1996
2 2 3.25 06/27/1996
PROJECT DATA
CONCP~TE CLASS: N/A
PLACEMENT DATE: 05/30/1996 BATCH T~'V~E: N/A
TIME SAMPLED: 11:25 am BY: ZachHoward
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
/da CONTV.~rr (./.): 4.7%
PLACEMENT LOCATION:
Partly cloudy
88 F CONCRETE: 86 F
TICKET NO: N/A
UNIT WmGIrr (pc0: N/A
Paving, center of Town Center Boulevard
SAMPLE LOCATION:
ACCUMULATIVE YARDS:
REPORT OF TESTS
AGE LOAD
(days) Obs. force)
Station 2+65
200+
COMPRESSIVE
STRENGTH
(ps0
28 109620 3880
28 116030 4100
FRACTURE
TYPE
Refer to Report No. 964232 for time.
Technician: Zach Howard
Report Distribution:
(1) Site Concrete, Inc.
(1) City of Coppell
Started: Finished:
I-~~g, Inc.
Eugene Harbour
Vice President
01AS This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.