Fellowship-LR 990504 (3)CONCRETE COMPRE ,SIVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/01/1999 Report No.: 9909335 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: 04/01/1999 BATCH TIME: 10:35AM
PLANT: On-site TIME SAMPLED: 10:39am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 63 V CONCRETE: 71 it
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving panels- Strips- 43, 44, 45
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
1 1 3.50 04/04/1999 3 67850 2400
1 2 3.50 04/08/1999 7 82110 2900
1 3 3.50 04/08/1999 7 78300 2770
Average 2840
I 4 3.50 04/29/1999 28 101680 3600
I 5 3.50 04/29/1999 28 98090 3470
Average 3540
Sample location: 25' West of east form and !5' south of north form in strip #43.
None: Ail samples were sampled at truck.
This report is exclusively lbr thc use of thc client indicated above and shall not tx2 rcproduced except in full without the written approval of HBC Engincering, lnc~
Page I of 3
CONCRETE COMPREoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/01/1999 Report No.: 9909335 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: 04/01/1999 BATCH TIME: 12:25pm
eLn~rr: On-site TIME SAMPLED: 12:30pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy/overcast
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 F CONCRETE: 70 F
SLUMP: I-Y' 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:
See page 1
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 1 3.00 04/04/1999 3 68130 2410
2 2 3.00 04/08/1999 7 80750 2860
2 3 3.00 04/08/1999 7 81980 2900
Average 2880
2 4 3.00 04/29/1999 28 111030 3930
2 5 3.00 04/29/1999 28 116180 4110
Average 4020
Sample location: 30' East of west form and 15' south of north form in strip #44.
This rcpor! 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.
011,L Page 2 of 3
CONCRETE COMPREoSIVE STRENGTH TES..
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/01/1999 Report No.: 9909335 Report Date
0510411999
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
Servia:es: 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: 04/01/1999 BATCHTIME: l:50pm
eLAm': On-site T~MESAMeLED: l:55pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER COm)rrIONS: Clear/overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 g CONCRETE; 71 g
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): 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: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 04/04/1999 3 73150 2590
3 2 3.00 04/08/1999 7 85410 3020
3 3 3.00 04/08/1999 7 80280 2840
Average 2930
3 4 3.00 04/29/1999 28 l 17140 4140
3 5 3.00 04/29/1999 28 104030 3680
Average 3910
Sample location: 20' North of south form and 15' east of west form in Panel #45.
Technician: Greg Dimock Started: 8:30am Finished: 4:00pm Engin
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture Eugene Harbour
( 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.
0ILL Page 3 of 3