Fellowship-LR 990421 (2)'CONCRETE COMPR._3SIVE STRENGTH TEL £
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/12/1999 Report No.: 9910310 Report Date
04/21/1999
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 te§t.and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/12/1999 BATCHTIME: 1 l:15am
PLANT: On-site TIME SAMPLED: 1 l:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 F CONCRETE: 72 r
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): N/g
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving-Island drive thru's at west end of strips 22/6, 25/7,27/10 & east end of strips 39/1,
ASTM C- 172 20/4, 23/5, 24/8 & 28 & west end, island drive thru's for strips 39/1, 20/4, 23/5, 24/8 & 28
ASTM C-39
SAMPLE LOCATION: See below
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
1 1 2.50 04/15/1999 3 91420 3230
1 2 2.50 04/19/1999 7 99490 3520
1 3 2.50 04/19/1999 7 97240 3440
Average 3480
1 4 2.50 05/10/1999 28
1 5 2.50 05/10/1999 28
Sample location: Drive thru at eas~ end of paveing strips 39 & ~1
This report is exclusively for thc use of the client indicated above and shall not be rcproduced except in full without thc xvritten approval of HBC Engineering, [nc.
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CONCRETE COMPR_,SSIVE STRENGTH TE F
ENGINEER]I'~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/12/1999 Report No.: 9910310 Report Date
04/21/1999
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 te'~t and cast
compressive strength samples.
PROJECT DATA
CONTaACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/12/1999 BATCH TIME: 2:35pm
PLANT: On-site TIME SAMPLED: 2:40pm }~V: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 84 F CONCRETE: 86 V
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METItOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MA RI(ED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.00 04/15/1999 3 75260 2660
2 2 5.00 04/19/1999 7 90020 3180
2 3 5.00 04/19/1999 7 94130 3330
Average 3260
2 4 5.00 05/10/1999 28
2 5 5.00 05/10/1999 28
Sample location: Drive thru between strips #1 & #20 at west end of west fire
lane.
Technician: Greg Dimock Started: 6:00am Finished: 4:30pm ~ Elioine~~nc.
Report Distribution:
( 1 ) Julian P. Barry General Contractors
( 1 ) Urban Architecture Eugene Harbour
( I ) City of Grapevine Vice President
( 1 ) City of Coppcll
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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