Fellowship-LR 990413 (3)CONCRETE COMPRL ,SIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 aATCIITIME: 7:55am
PLANT: On-site TIME SAMPLED: 8:00am aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONmTIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 60 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pet): 148.1
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Paving - Paving Strips #27, #30, #28, #29, #37, #38, #35, #36, #33, #34
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 1 12
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 3.50 04/02/1999 3 63980 2260
1 2 3.50 04/06/1999 7 102260 3620
1 3 3.50 04/27/1999 28
1 4 3.50 04/27/1999 28
Sample Location: 15' E from W form and 15' S of N form in Strip #27.
Sample obtained 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.
01SS Page 1 of 9
CONCRETE COMPRE ,SIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCH TIME: 9:35am
I'LANT: On-site TIME SAMPLED: 9:41am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATtlER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 54 V CONCRETE: 61 g
SLtrM~: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): 148.5
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 224
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/02/1999 3 83540 2950
2 2 3.00 04/06/1999 7 88810 3140
2 3 3.00 04/27/1999 28
2 4 3.00 04/27/1999 28
Sample Location: 10' E from W form and 15' S of N form in Strip #30.
Sample obtained 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.
01SS Page 2 of 9
CONCRETE COMPRESSIVE STRENGTH TES_-'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
Ciient 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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCII TIME: 1 l:25am
PLANT: On-site TIME SAMPLED: 1 l:30am aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, light rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 54 F CONCRETE: 62 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): 148.9
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YAm>S: 368
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.50 04/02/1999 3 75600 2670
3 2 3.50 04/06/1999 7 99000 3500
3 3 3.50 04/27/1999 28
3 4 3.50 04/27/1999 28
Sample Location: 10' W from E form and 15' S of N form in Strip #29.
Sample obtained 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.
01SS Page 3 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCHTIME: 12:35pm
PLANT: On-site TIME SAMPLED: 12:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, drizzle
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 56 F CONCRETE: 64 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 METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE Yam)s: 416
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.50 04/02/1999 3 68570 2420
4 2 3.50 04/06/1999 7 108660 3840
4 3 3.50 04/27/1999 28
4 4 3.50 04/27/1999 28
Sample Location: 20' W from E form in Strip #37.
Sample obtained at truck.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full wi~thout the written approval of HBC Engineering, Inc.
01SS Page 4 of 9
CONCRETE COMPREoSIVE STRENGTH TES
ENGINEF_RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCH TIME: 1:20pm
PLANT: On-site TIME SAMPLED: l:27pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy, light rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 64 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 147.7
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page I.
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 520
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 4.00 04/02/1999 3 68720 2430
5 2 4.00 04/06/1999 7 96470 3410
5 3 4.00 04/27/1999 28
5 4 4.00 04/27/1999 28
Sample Location: 15' W from E form in Strip #38.
Sample obtained 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.
01SS Page 5 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCH T~ME: 2: 15pm
PLANT: On-site TIME SAMPLED: 2:20pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, drizzle
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 56 F CONCRETE: 61 F
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 147.3
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 624
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 3.50 04/02/1999 3 58740 2080
6 2 3.50 04/06/1999 7 82340 2910
6 3 3.50 04/27/1999 28
6 4 3.50 04/27/1999 28
Sample Location: 12' W from E form in Strip #35.
Sample obtained 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.
01SS Page 6 of 9
CONCRETE COMPRE,_,SIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03/30/1999 Report No.: 9909110 04/13/1999
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 SUPPLmR: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCIt TreE: 3:00pm
PLANT: On-site TIME SAMPLED: 3:05pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, steady rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 63 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): 147.3
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I.
ASTM C- ! 72
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 728
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 3.50 04/02/1999 3 58420 2070
7 2 3.50 04/06/1999 7 81640 2890
7 3 3.50 04/27/1999 28
7 4 3.50 04/27/1999 28
Sample Location: 10' W from E form in Strip #36.
Sample obtained 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.
01SS Page 7 of 9
CONCRETE COMPRLoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: C.H. Lacy PLACEMENT DATE: 03/30/1999 BATCh TIME: 3:35pm
PLANT: On-site TIME SAMPLED: 3:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): 147.7
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1.
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YAR~S: 832
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
$ 1 3.50 04/02/1999 3 59320 2100
8 2 3.50 04/06/1999 7 86940 3070
8 3 3.50 04/27/1999 28
8 4 3.50 04/27/1999 28
Sample Location: 50' W of E form in Strip #33
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.
01SS Page 8 of 9
CONCRETE COMPR SIVE STRENGTH TES I--Be
ENGINEERRqG, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/13/1999
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: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCH TIME: 3:40pm
PLANT: On-site TIME SAMPLED: 3:46pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, drizzle
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 62 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO.' N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 148.5
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 888
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 1 3.50 04/02/1999 3 70890 2510
9 2 3.50 04/06/1999 7 93440 3300
9 3 3.50 04/27/1999 28
9 4 3.50 04/27/1999 28
Sample Location: 20' W from E form and 15' S of N form in Strip #34.
Sample obtained at truck.
Technician: Greg Dimock Started: 6:00am Finished: 5:30pm ~ E '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 use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 9 of 9