Fellowship-LR 990420 (3)CONCRETE COMPREoSIVE STRENGTH TLS.
8901 Carpenter Frw. y., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
04/20/1999
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: 04/09/1999 BATC~tTIME: 8:35am
PLANT: On-site TIME SAMPLED: 8:40am 1}¥: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 E CONCRETE: 68 E
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 3.75 UNIT WEIGHT (pcf): N/A
TEST METItOD: ASTM C-143 PLACEMENT LOCATION:
Paving- middle fire lane from east to west, island curbs at strips 32, 12, 13, 33, 16, 36, 18,
ASTM C- 172 37, in addition to fire lanes and curbs they are
ASTM C-39
SAMPLE LOCATION: 100' E of W /'()rill in middle fire lan
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
I 1 3.00 04/12/1999 3 68610 2430
I 2 3.00 04/16/1999 7 88530 3130
1 3 3.00 04/16/1999 7 92440 3270
Average 3200
I 4 3.00 05/07/1999 28
1 5 3.00 05/07/1999 28
Placement location: pouring a section of paving in between strip 11 and 30 to the
west of east fire lane
This report is exclusively for thc usc of thc client indicatcd above and shall not be reproduced except in full witbout thc w, ritlcn approval of H IgC Engineering, Inc.
011.l. Page 1 of 4
.Report No.: 9910152
Note: Sampled at truck.
This repot! is exclusively for thc use uf thc cliem indicated above and shall not be reproduced except in full without thc writlcn approval of HBC Eugineering. Inc.
011.I. Page 2 of 4
CONCRETE COMPRLoSIVE STRENGTH TE&_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
04/20/1999
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: 04/09/1999 nATrIt TIME: 9:10am
PLANT: On-site TIME SAMPLED: 9: 15am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 67 F CONCRETE: 70 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 210/E of W form in middle fire lan
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 3.00 04/12/1999 3 67250 2380
2 2 3.00 04/16/1999 7 94410 3340
2 3 3.00 04/16/1999 7 92720 3280
Average 3310
2 4 3.00 05/07/1999 28
2 5 3.00 05/07/1999 28
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 }IBC Engineering, Inc.
01LL Page 3 of 4
CONCRETE COMPRE_$IVE STRENGTH TLS_
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
04/20/1999
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: 04/09/1999 BATCH TIME: l:55pm
PLANT: On-site TIME SAMPLED: 2:00pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 85 V CONCRETE: 84 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 147.3
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Se 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 I 4.00 04/12/1999 3 68690 2430
3 2 4.00 04/16/1999 7 85540 3020
3 3 4.00 04/16/1999 7 879 l0 3110
Average 3070
3 4 4.00 05/07/1999 28
3 5 4.00 05/07/1999 28
Sampled at truck.
Sample location: 30' W of E fire lane joint & 6' N of paving strip 11
Technician: Greg Dimock Started: 6:00am Finished: 3:30pm I--~ Eneirlt~, Inc.
Report l)istril)ution:
{ ! ) Julian P. Barry General Contractors ~
( 1 ) Urban Architecture Eugene HarboLlr
(1~ City of Grapevine Vice President
( 1 ) City of Coppcll
This report is exclusively for the usc of the clicnt indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, inc.
0ILL Page 4 of 4