Fellowship-LR 990510CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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
CONC~tETE SUm'L1ER: LH Lacy I'LACEMENT DATE: 04/07/1999 BATCII TIME: 8: 10am
PLANT: On-site rl'lr~aE SAMPLED: 8: 15am BY: Grog Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy, overcast
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 64 F CONCRETE: 67 F
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
Am: 4-6% AIR CONTENT (%): 3.5 UNIT WEIGIIT (pcf): N/A
TEST METIIOI): ASTM C- 143 PLACEMENT LOCATION:
Fire lane middle/north to south and middle east to west fire lanes east and west
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYIANIIER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTI! FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 3.00 04/10/1999 3 67480 2390
1 2 3.00 04/14/1999 7 84780 3000
1 3 3.00 04/14/1999 7 89610 3170
Average 3090
I 4 3.00 05/05/1999 28 113180 4000
I 5 3.00 05/05/1999 28 105500 3730
Average 3870
Sample location: 65' South of north joint in norSh to south fire lane'
This rcp~l is exclusively for lhe usc of thc client indicated above and shall not be rcproduccd except in full without thc wriucn approval of HBC Engineering. Inc.
Oll.l~ Page I of 9
CONCRETE COMPRLoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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. Ban-y CONCRETE CLASS: FC-M
CONCRETE SUPPI,IER: LH Lacy PLACEMENT DATE: 04/07/1999 };ATCn TIME: 8:50am
PLANT: On-site TIME SAMPLED: 8:55am }~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIlER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 63 F CONCRETE: 67 g
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Sec below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED 5L4, XIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/10/1999 3 66800 2360
2 2 3.00 04/14/1999 7 79680 2820
2 3 3.00 04/14/1999 7 82340 2910
Average 2870
2 4 3.00 05/05/1999 28 107350 3800
2 5 3.00 05/05/1999 28 118710 4200
Average 4000
Sample location: 200' South of north joint in east fire lane
This report is cxclusivcly for thc usc of Ihc client indicated above aud shall not bc reproduced cxccpt in full without the wrilleu approval of HBC Engineering, luc.
OILI. I'age 2 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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 D^TE: 04/07/1999 BATCII TIME: 9:24am
l, LA~rr: On-site TIME SAMPLEI): 9:29am ~sy: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 64 ~' CONCRETE: 67 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% Am CONTENT (%): 4.25 UNIT WEIGItT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT 1,OCAT1ON:
Sec 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 STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 04/10/1999 3 63910 2260
3 2 3.00 04/14/1999 7 95220 3370
3 3 3.00 04/14/1999 7 96110 3400
Average 3390
3 4 3.00 05/05/1999 28 113490 4010
3 5 3.00 05/05/1999 28 ! 18820 4200
Average 4110
Sample location: 300' South of north joint in east fire lane
This report is exclusively for thc use of the client indicated above and shall not be reproduced cxccpt in full without the written approval of }-IBC Engineering, Inc.
01LI, Page 3 of 9
A " IBC
CONCRETE COMPRESSIVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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: 04/07/1999 BATCI1 TIME: 9:40am
PLANT: On-site TIME SAMPLED: 9:43am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 64 ~' CONCRETE: 68 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
Aim 4-6% AIR CONTENT (%): 4.5 UNIT WEIGIIT (pcf): N/A
TEST METliOD: 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
SErF NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 04/10/1999 3 66630 2360
4 2 3.00 04/14/1999 7 96140 3400
4 3 3.00 04/14/1999 7 103750 3670
Average 3540
4 4 3.00 05/05/1999 28 122100 4320
4 5 3.00 05/05/1999 28 121830 4310
Average 4320
Sample location: 380' South of north joint in eas~ fire lane
This report is exclusively for thc usc of Iht clicn! indicated above and shall not bc reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 4 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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. Ban-y CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PI.ACEMENT DATE: 04/07/1999 UATCn TIME: 11:08am
PLANT: On-site TLME SAMPLED: I 1: 13am l~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 67 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGIIT (pcO: N/A
TEST METIIOD: ASTM C-143 i'LACEMENT LOCATION:
Sec 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 04/10/1999 3 60940 2150
5 2 3.00 04/14/1999 7 70 ! 90 2480
5 3 3.00 04/14/1999 7 72930 2580
Average 2530
5 4 3.00 05/05/1999 28 99370 3510
5 5 3.00 05/05/1999 28 113620 4020
Average 3770
Sample location: 30' North of south form in fire lane west
This report is exclusively for the use of the clicm indicated above aud shall not be reproduced except m full without thc written approval of HBC Engineering, Inc.
l'age 5 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERII~, I~C.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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. BmTy CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/07/1999 BATCh TIME: 1 l:25am
Iq,ANT: On-site TIME SAMPLED: 1 l:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 68 F
SLUMI': 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGIIT (pcl): 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
6 I 3.00 04/10/1999 3 69510 2460
6 2 3.00 04/14/1999 7 90460 3200
6 3 3.00 04/14/1999 7 88320 3120
Average 3160
6 4 3.00 05/05/1999 28 117720 4160
6 5 3.00 05/05/1999 28 114020 4030
Average 4100
Sample location: 120' North of south form in wes~ fire lane
This rcpor! is cxclusivcly for thc use of thc clicm indicated above and shall not bc reproduced cxcepl in full without the written approval of It B(? Engineering, Inc.
011,1, Page 6 of 9
CONCRETE COMPRESSIVE STRENGTH TES__
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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: 04/07/1999 BATCII TIME: 12:12pm
PLANT: On-site TIME SAMI'LED: 12: 17pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTtt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 68 F
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See pagc 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Sec below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTI! FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 3.00 04/10/1999 3 62240 2200
7 2 3.00 04/14/1999 7 91520 3240
7 3 3.00 04/14/1999 7 87630 3100
Average 317(}
7 4 3.00 05/05/! 999 28 107220 3790
7 5 3.00 05/05/1999 28 105300 3720
Average 3760
Sample location: 25' North of south form in north section of west fir'e lane
This repot! is cxclusivcly for the use of the client indicated above and shall not bc reproduced excepl m full without the written approval of HB(' Engineering, Inc.
OILI. Page 7 of 9
'CONCRETE COMPRLoSIVE STRENGTH TLS
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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 SUPPI, IER: LH Lacy PLACEMENT DATE: 04/07/1999 BATCII TI?hIE: 12:55pm
I'LANT: On-site TIME SAMeLEI): l:00pm ~¥: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 68 F CONCRETE: 71 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 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 STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
8 1 3.00 04/10/1999 3 69700 2460
8 2 3.00 04/14/1999 7 80690 2850
8 3 3.00 04/14/1999 7 83470 2950
Average 2900
8 4 3.00 05/05/1999 28 115750 4090
8 5 3.00 05/05/1999 28 119600 4230
Average 4160
Sample location: 125' North of south form in north section of wes~ fire lane
This repot! is exclusively fin the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILI, Page 8 of 9
CONCRETE COMPRL SIVE STRENGTH TESi
ENGINF_Y_RII~, INC.
8901 Carpenter Frwy., Suite #100
DalIas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 Report Date
05/10/1999
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: 04/07/1999 BATCItTIME: l:35pm
I'LA~rr: On-site TIME SAMPLED: l:40pm BY: Grey Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 69 F CONCRETE: 74 V
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTEIVI' (%): 4.5 UNIT WEIGItT (pcf): N/A
TEST METIIOD: ASTM C- 143 I'LACEMENT 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
9 I 3.00 04/I 0/1999 3 70230 2480
9 2 3.00 04/14/1999 7 79540 2810
9 3 3.00 04/14/1999 7 82600 2920
Average 2870
9 4 3.00 05/05/1999 28 133430 4720
9 5 3.00 05/05/1999 28 128620 4550
Average 4640
Sample location: 210' North of south form in north section of west fi~e lane
C f
Technician: Grey Dilnock Started: 6:30am Finished: 3:00pm m~
Engi
Report Distribution:
( 1 ) Julian P. Barry General Contractors
( I ) Urban Archilcctur¢ Eugene narbour
( 1 ) City of Grapcvinc Vice President
( 1 ) City of Coppell
This report is exclusively for thc use of the clieut indicated above alld shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01 I.i, Page 9 of 9