Fellowship-LR 990525 (5)CONCRETE COMPRI_ 5SIVE STRENGTH TEL f
ENGINEERII'~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/19/1999 Report No.: 9910982 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: 04/19/1999 BATCII TIME: 9:50am
PLANT: On-site TIME SAMPLED: 9:55am ~v: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (g)- AIR 66 F CONCRETE: 69 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.75 UNIT WEIGtlT (pet): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- Small parking strip west of strip #51, approach from strip 49 to 51, islands at west
ASTM C- 172 end of 43, 14/34, 15/35. 19/38. (continued below)
ASTM C-39
SAMPLE LOCATION: At island, west end of strip 38
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 4.25 04/22/1999 3 82040 2900
! 2 4.25 04/26/1999 7 69980 2470
1 3 4.25 04/26/1999 7 69870 2470
Average 2470
I 4 4.25 05/17/1999 28 116680 4130
1 5 4.25 05/17/1999 28 124380 4400
Average 4270
Placement location continued: Islands at east end of strips 43, 14/34, 15/35,
19/38. Approach from strip 48 & 49 to middle fire lane south. Approach from strip
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 1 of 3
· ReportNo.: 9910982
48 & 49 to fire lane north (middle fire lane) islands at west ends of strips
44/13, 13/33, 16/36, 18/37.
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 HBC Engineering, inc.
01I,L Page 2 of 3
CONCRETE COMPRL-' SIVE STRENGTH TEL"
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/19/1999 Report No.: 9910982 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
6616 Forest Park Road Phase III - Expansion
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: 04/19/1999 aATCn TIME: 2:25pm
PLANT: On-site TIME SAMPLED: 2:30pm ~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 86 V CONCRETE: 89 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGIIT (pct'): 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: 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 04/22/1999 3 62040 2190
2 2 4.50 04/26/1999 7 94490 3340
2 3 4.50 04/26/1999 7 91140 3220
Average 3280
2 4 4.50 05/17/1999 28 101010 3570
2 5 4.50 05/17/1999 28 104620 3700
Average 3640
Sample location: At curb base in island at west end of strip 16.
Sampled at truck.
Technician: Oreg Dimock Started: 6:00am Finished: 5:00pm
Report Distribution: Engi .
( 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.
01LL Page 3 of 3