Fellowship-LR 990421CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/13/1999 Report No.: 9910432 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 tesf and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/13/1999 BATCII TIME: 12:00pm
PLANT: On-site TIME SAMPLED: 12:06pm By: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 72 F CONCRETE: 75 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.75 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving- parking end caps at strips 39, 1, 20, 4, 23, 5, 24, 8, 28 at west fire lane and island
ASTM C- 172 curbs at strips
ASTM C-39 (continued below)
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 4.50 04/16/1999 3 57290 2030
1 2 4.50 04/20/1999 7 78920 2790
1 3 4.50 04/20/1999 7 87630 3100
Average 2950
I 4 4.50 05/11/1999 28
I 5 4.50 05/11/1999 28
Placement location continued: 11/31, 12/32. Approach to middle fire lane from
north at north fire lane and west fire lane tie ins into existing parking lot at
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of 3
Report No.: 9910432
strip 28/42 at west end and 15/35 at west end. Approach to entry road at North
Street.
Sample location: North approach to middle fire lane, from north fire lane.
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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CONCRETE COMPRE ,SIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/13/1999 Report No.: 9910432 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 flesh 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: 04/13/1999 BATCH TIME: 4:05pm
PLANT: On-site TIME SAMPLED: 4: 10pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 82 F CONCRETE: 84 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pet): N/A
TEST METHOD: 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
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 4.50 04/16/1999 3 82050 2900
2 2 4.50 04/20/1999 7 108280 3830
2 3 4.50 04/20/1999 7 106570 3770
Average 3800
2 4 4.50 05/11/1999 28
2 5 4.50 05/11/1999 28
Sample location: Approach to entry road at north end of project.
Sampled at truck.
Technician: Greg Dimock Started: 6:00am Finished: 5:30pm I--'gC [-,,,;I~~~
Report Distribution: ~'~ ~'""'
(I) Julian P. Barry General Contractors
(I) Urban Architecture Eugene narbour
( 1 ) City of Grapevine Vice President
(1) City of Coppell
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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