Fellowship-LR 990525CONCRETE COMPRLoSIVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1999 Report No.: 9911356 Report Date
05/25/1999
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
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 73 F CONCRETE: 75 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.75 UNIT WEIGHT (pcf): 146.9
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- cul-de-sac at west end of Gateview Drive and drive thru to fire lane at east 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 STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 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
1 4 4.50 05/20/1999 28 118160 4180
I 5 4.50 05/20/1999 28 119290 4220
Average 4200
Sample location: 5 Feet west of "east fire lane" joint in strip #44.
Sampled at truck.
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 H BC Engineering, Inc.
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CONCRETE COMPRL ,SIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1999 Report No.: 9911356 Report Date
05/25/1999
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
CONC~TE SUI'eL~ER: LH Lacy PLACEMENT DATE: 04/22/1999 BATCH TIME: 11:10am
eLANT: On-Site TIME SAMeLED: 11: 15am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STmgNGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 76 F CONCRETE: 77 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.25 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
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 I 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 105510 3730
2 5 4.00 05/20/1999 28 96960 3430
Average 3580
Technician: Greg Dimock Started: 6:00am Finished: 4:00pm ~
Engineering,
Inc.
Report Distribution: ~- "~ ~
(1) Julian P. Barry General Contractors
(I) Urban Architecture Eugene Harbour
(1) City of Grapevine Vice President
( I ) 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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