Fellowship-LR 990426CONCRETE COMPRE ,SIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/16/1999 Report No.: 9910793
04/26/1999
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 Coppell, Texas
Dallas TX 75235
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: 04/16/1999 BATCH TIME: 8:25am
PLANT: On-site TIME SAMPLED: 8:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 47 F CONCRETE: 61 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): 148.9
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving-Strips 48, 47, 42, 41, east fire lane from entry road at cul-de-sac to strip 54
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 75' W of E form in strip 48
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 I 4.00 04/19/1999 3 66140 2340
1 2 4.00 04/23/1999 7 96210 3400
1 3 4.00 04/23/1999 7 92160 3260
Average 3330
I 4 4.00 05/14/1999 28
1 5 4.00 05/14/1999 28
Sampled from truck.
This report is exclusively for the use of tim clicnt indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
O1LI. Page I of 6
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/16/1999 Report No.: 9910793
04/26/1999
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 Coppell, Texas
Dallas TX 75235
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 r~ATE: 04/16/1999 BATCHTIME: 9:15am
~'LANT: On-site TIME SAMPLED: 9:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONmTIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 48 ¥ CONCRETE: 64 g
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
MR: 4-6% AIR CONTENT (%): 4.75 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 10' W of E form in strip 47
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 3.50 04/19/1999 3 65360 2310
2 2 3.50 04/23/1999 7 82950 2930
2 3 3.50 04/23/1999 7 72030 2550
Average 2740
2 4 3.50 05/14/1999 28
2 5 3.50 05/14/1999 28
Sampled from truck.
This report is exclusively for tile use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 2 of 6
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
04/26/1999
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: 04/16/1999 BATCH TIME: 12:00pm
PLANT: On-site TIME SAMPLED: 12:05pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 58 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 15' W of E form in strip 42
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 3.50 04/19/1999 3 63070 2230
3 2 3.50 04/23/1999 7 87130 3080
3 3 3.50 04/23/1999 7 88200 3120
Average 3100
3 4 3.50 05/14/1999 28
3 5 3.50 05/14/1999 28
Sampled from truck.
This report is exclusively for the use of the client iudicaled above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
011.1. Page 3 of 6
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
04/26/1999
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. malty CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/16/1999 BATCH TIME: 12:45pm
PLANT: On-site TIME SAMPLED: 12:50pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
SXmSNGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 60 F CONCRETE: 65 F
SLUMP: i-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100' W of E form in strip 42
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
4 I 4.00 04/19/1999 3 64930 2300
4 2 4.00 04/23/1999 7 92970 3290
4 3 4.00 04/23/1999 7 93850 3320
Average 3310
4 4 4.00 05/14/1999 28
4 5 4.00 05/14/1999 28
Sampled from 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.
011.L l'age 4 of 6
CONCRETE COMPREoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
04/26/1999
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 CONCaETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/16/1999 BATCHTIME: 2:00pm
PLANT: On-site TIME SAMPLED: 2:05pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 61 F CONCRETE: 65 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 METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' E of W form in strip 41
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESS IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 4.00 04/19/1999 3 73710 2610
5 2 4.00 04/23/1999 7 106170 3750
5 3 4.00 04/23/1999 7 97810 3460
Average 3610
5 4 4.00 05/14/1999 28
5 5 4.00 05/14/1999 28
Sampled from truck.
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 5 of 6
CONCRETE COMPRL- SIVE STRENGTH
ENGINF_ERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
04/26/1999
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: 04/16/1999 BATCH TIME: 3:55pm
PLANT: On-site TIME SAMPLED: 4:00pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 V CONCRETE: 66 v
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page l
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
6 1 3.50 04/19/1999 3 81860 2890
6 2 3.50 04/23/1999 7 107790 3810
6 3 3.50 04/23/1999 7 98090 3470
Average 3640
6 4 3.50 05/14/1999 28
6 5 3.50 05/14/1999 28
Sample location: 25' N of S form in E fire lane at south end
Sampled at truck.
Technician: Greg Dimock Started: 6:00am Finished: 5:00pm ~ Enginoori~&n~
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 usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, lnc,
0ILL Page 6 of 6