Fellowship-LR 990504 (2)CONCRETE COMPREoSIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/02/1999 Report No.: 9909468 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: 04/02/1999 BATCH TIME: 9:40am
PLANT: On-site TIME SAMPLED: 9:45am ~¥: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTU: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 71 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Entry road at northeast corner of parking lot, from panel #40, east end road runs due north
ASTM C-172 approx. 250'x 30' wide
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.00 04/05/1999 3 80050 2830
1 2 4.00 04/09/1999 7 85490 3020
1 3 4.00 04/09/1999 7 91590 3240
Average 3130
I 4 4.00 04/30/[999 28 111510 3940
I 5 4.00 04/30/1999 28 113080 4000
Average 3970
Sample location: 100' South of north form and 15' east of west form in north
entry road. Note: Sampled at Eruck.
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.
Page I of 2
CONCRETE COMPRE ,SIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/02/1999 Report No.: 9909468 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: 04/02/1999 BATCH TIME: 10:25am
PLAk*r: On-site TIME SAMPLED: 10:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS · WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (Fl- AIR 69 F CONCRETE: 72 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: NA
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 3.50 04/05/1999 3 79740 2820
2 2 3.50 04/09/1999 7 86050 3040
2 3 3.50 04/09/! 999 7 83770 2960
Average 3000
2 4 3.50 04/30/1999 28 104860 3710
2 5 3.50 04/30/1999 28 102900 3640
Average 3680
Sample location: 40' North of south form and 15' east of west form in north entry
road.
Technician: Greg Dimock Started: 6:00am Finished: 12:00pm ~ !1~'~'
Report Distribution: gngi
( I I Julian P Barry General Contractors
{ I ) Urban Architecture Eugene Harbour
t 1 j C~ty 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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