Fellowship-LR 990511 (3)CONCRETE COMPRL. 4SIVE STRENGTH TES f
8901 Carpenter Frwy., Suite//100
Dallas, Texas 75247
Report Date
Date of Service: 04/08/1999 Report No.: 9909987
05/11/1999
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: 04/08/1999 BATCII TIME: 7:40am
PLANT: On-site T1MESAMPLED: 7:47am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 68 V CONCRETE: 71 V
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: '4-6% AIR CONTENT (%): 3.75 UNIT WEIGIIT (pcf): N/A
TEST METI[OD: ASTM C- 143 PLACEMENT LOCATION:
Paving- Fire lane
ASTM C- 172
ASTM C-39 (Sec attached sketch)
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXII~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 3.00 04/11/1999 3 77120 2730
I 2 3.00 04/15/1999 7 77750 2750
1 3 3.00 04/15/1999 7 81410 2880
Average 2820
I 4 3.00 05/06/1999 28 129480 4580
I 5 3.00 05/06/1999 28 133830 4730
Average 4660
Sample location: 75' South of north form in west fire lane
Ail sets were sampled at truck.
This rcporl is exclusively for Ihe use of thc client indicated above and shall not be rcproduccd except in full without the writtcn approval of HBC Engineering, lnc
IIll~l, Page I of 6
CONCRETE COMPRLdSIVE STRENGTH TES'£
8901 Carpenter Frwy., Suite/1100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
05/11/1999
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 ?. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/08/1999 SATCU TIME: 9:50am
PLANT: On-site TIME SAMPLED: 9:54am sv: Greg Dimock
SPECIFICATION REQUIREMENTS WEATltER CONDITIONS: Partly cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURe; (F)- AIR 68 F CONCRETE: N/A F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGItT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUmJLATIVEYA S:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/11/1999 3 83710 2960
2 2 3.00 04/15/1999 7 86910 3070
2 3 3.00 04/15/1999 7 90350 3190
Average 3130
2 4 3.00 05/06/1999 28 121220 4290
2 5 3.00 05/06/1999 28 119360 4220
Average 4260
Sample location: 40' South of north form in sou~h section of west fire lane
This report is exclusively for thc usc of the clicm indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 2 of 6
CONCRETE COMPR , 4SIVE STRENGTH TES f
ENGINF~_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
05/11/1999
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 PLACEMENTS)ATE: 04/08/1999 BATClITIME: 10:30am
PLANT: On-site TIME SAMPLED: 10:36am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONmTIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 69 F CONCRETE: 72 ~
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGItT (peri: 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 MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.00 04/l 1/1999 3 65460 2310
3 2 3.00 04/15/1999 7 79660 2820
3 3 3.00 04/15/1999 7 82970 2930
Average 2880
3 4 3.00 05/06/1999 28 110400 3900
3 5 3.00 05/06/1999 28 103090 3650
Average 3780
Sample location: 100' South of north form in south section of west fire lane
This report is exclusively for thc use of thc client indicated above and shall no! be reproduced except in full without the written approval of HBC Engineering, Inc.
l'age 3 ol' 6
CONCRETE COMPRLSSIVE STRENGTH TES £
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/08/1999 Report No.: 9909987
05/11/1999
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: 04/08/1999 BATCtlTIME: I h09am
PLANT: On-site TIME SAMPLED: 11' 14am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (g)- AIR 69 F CONCRETE: 72 V
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: 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 STRENGTll FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 04/11/1999 3 60430 2140
4 2 3.00 04/15/1999 7 81110 2870
4 3 3.00 04/15/1999 7 83670 2960
Average 2920
4 4 3.00 05/06/1999 9,28 107540 3800
4 5 3.00 05/06/1999 28 105420 3730
Average 3770
Sample location: 50' East of west form in south fire lane
This ~cport is exclusively for thc usc of thc client indicated alcove and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
I'agc 4 of 6
CONCRETE COMPRL3SIVE STRENGTH TES £
ENGINEERI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
05/11/1999
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: 04/08/1999 BATCH TIME: N/A
PLANT: On-site TIME SAMPLED: N/A BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 70 g CONCRETE: 73 F
St,UMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGIIT (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 STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 3.00 04/11/1999 3 76240 2700
5 2 3.00 04/15/1999 7 87420 3090
5 3 3.00 04/15/1999 7 89610 3170
Average 3130
5 4 3.00 05/06/1999 28 120040 4250
5 5 3.00 05/06/1999 28 120240 4250
Average 4250
Sample location: 150' East of wes~ form in south fire lane
This repot! is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0l I,I. Page 5 of 6
CONCRETE COMPRL3SIVE STRENGTH TES ,'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/08/1999 Report No.: 9909987
05/11/1999
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: 04/08/1999 BATCIITIME: 12:15pm
PLANT: On-site TIME SAMPLED: 12:20pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 I? CONCRETE: 73
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIRCONTENT (%): 14.5 UNIT WEIGHT (pcl): 147.3
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
6 1 3.00 04/11/1999 3 74560 2640
6 2 3.00 04/15/1999 7 83640 2960
6 3 3.00 04/15/1999 7 87900 3110
Average 3040
6 4 3.00 05/06/1999 28 115850 4100
6 5 3.00 05/06/1999 28 111270 3930
Average 4020
Sample location: 250' East of west form in south fire lane
Technician: Greg Dimock Started: 6:00am Finished: 5:30pm En
Report Distribution:
( 1 ) Julian P. Barry General Contractors
(I) Urban Architecture Eugene Harbour
(I) City of Grapevine Vice President
( I ) City of Coppcll
This report is exclusively for tim use of the client indicated at×~vc and shall not bc reproduced except in full without the written approval of HDC Engineering. Inc.
l'age 6 of 6