Fellowship-LR 990504CONCRETE COMPRI ,SIVE STRENGTH TES_.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1999 Report No.: 9911356 Report Date
05/04/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/22/1999 BATCH TIME: 9:25am
PLANT: On-Site TIME SAMPLED: 9:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 73 F CONCRETE: 75 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (c/o): 5.75 UNIT WEIGHT (pcf): 146.9
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- cul-de-sac at west end of Gatevicw Drive and drive thru to fire lane at cast end of
ASTM C- 172 strip 44/13
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.50 04/25/1999 3 84120 2970
I 2 4.50 04/29/1999 7 97480 3450
I 3 4.50 04/29/1999 7 94520 3340
Average 3400
I 4 4.50 05/20/1999 28
I 5 4.50 05/20/1999 28
Sample iocaEion: 5 Feet west of "east fire lane" joint in strip #44.
Sampled at truck.
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without the writteu approval of HBC Engiueering, Inc.
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CONCRETE COMPRL SIVE STRENGTH TES_-'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1999 Report No.: 9911356 Report Date
05/04/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/22/1999 BATCh TIME: 11:10aM
PLANT: On-Site TIME SAMPLED: 11:15am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTU: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 76 E CONCRETE: 77 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.25 UNIT WEIGHT (pcl): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page l
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Direct center of cul-de-sac
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.00 04/25/1999 3 71550 2530
2 2 4.00 04/29/1999 7 82410 2910
2 3 4.00 04/29/1999 7 85980 3040
Average 2980
2 4 4.00 05/20/1999 28
2 5 4.00 05/20/1999 28
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture Eugenc~Iqarbour
( 1 ) City of Grapevine Vice President
( 1 ) City of Coppell
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.
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