Fellowship-LR 990420CONCRETE COMPRLoSIVE STRENGTH TES .'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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 PI.ACEMENT DATE: 04/07/1999 BATCHTIME: 8:10am
lq, ANT: On-site TIME SAMPLEI): 8; 15am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIlER CONDrrIONS: 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% A~R CONTENT (%): 3.5 UNIT WEIGHT (per): N/A
TEST METItOD: 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:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 3.00 04/10/1999 3 67480 2390
I 2 3.00 04/14/1999 7 84780 3000
I 3 3.00 04/14/1999 7 896 i0 3170
Average 3090
1 4 3.00 05/05/1999 28
I 5 3.00 05/05/1999 28
Sample location: 65' South of north joint in north to south fire lane
This report is exclusively for thc usc of the client indicated abovc and shall not be reproduced except in full without the written approval of H BC Enginccring. Inc.
O l I.L l)age I of 9
CONCRETE COMPRL ,SIVE STRENGTH TLS.'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 bATCH TIME: 8:50am
PLANT: On-site TIME SAMPLED: 8:55am bY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTm 3000 psi @ 28 Days TEMPERATURE (F) - AIR 63 F CONCRETE: 67 F
SLUMP: !-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pet): 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 STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 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
2 5 3.00 05/05/1999 28
Sample location: 200' South of nortN joint in east fire lane
This report is exclusively for thc use of the client indicated above and shall not bc reproduced except in full without thc written approval of HBC Engineering, Inc.
01LL Page 2 (}1'9
CONCRETE COMPRL SIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCH TIME: 9:24am
PLANT: On-site TIME SAMPLED: 9:29am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 F CONCRETE: 67 F
SLtrMe: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
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 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
3 5 3.00 05/05/1999 28
Sample location: 300' South of north joint in east fire lane
This report is exclusively for the use of the client mdicaled above and shall not be reproduced except in full without the writtcn approval of HBC Engineering, Inc.
Page 3 of 9
CONCRETE COMPRL ,SIVE STRENGTH TESf
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCII TIME: 9:40am
PLANT: On-site TIME SAMPLED: 9:43am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 64 F CONCRETE: 68 V
SLUMP: 1-3" TI~UCK 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:
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
4 I 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
4 5 3.00 05/05/1999 28
Sample location: 380' South of north joint in east fire lane
This report is exclusively for the use of the client indicated above and shall not be reproduced except iu full without thc writteu approval of HBC Engineering, Inc.
011.L I)age 4 of 9
CONCRETE COMPR5 ;SIVE STRENGTH TEL 2
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCH TIME: ! 1:08am
PLANT: On-site TIME SAMPLED: I l: 13am BY: Greg Ditnock
SPECIFICATION REQUIREMENTS WEATHER CONmT~ONS: Cloudy
STRENGTH: 3000 psi ~ 28 Days TEMeERATURE (F)-AIR 65 F CONCRETE: 67
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
MR: 4-6% Am CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: 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 STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 3.00 04/I 0/1999 3 60940 2150
5 2 3.00 04/14/1999 7 70190 2480
5 3 3.00 04/14/1999 7 72930 2580
Average 2530
5 4 3.00 05/05/1999 28
5 5 3.00 05/05/1999 28
Sample location: 30' North of sousY~ :!cum in fire lane west
This report is exclusively lbr the use of the client indicated abox, c and shall not be reproduced except in £ull without the written approval of HBC Engineering, Inc.
01la Page 5 of 9
CONCRETE COMPRLoSIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCH TIME: 1 l:25am
PLANT: On-site TIME SAMPLED: 1 l:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi 63 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 68 F
SLUMP: 1-3" TRUCKNO: 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: 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 04/10/1999 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
6 5 3.00 05/05/1999 28
Sample location: 120' North of south form in west fire lane
This report is exclusively for thc usc of lhc client indicated abox, c and shall not bc reproduced except in full without the wriucn approval of HBC Engineering, Inc.
I! 1LL Page 6 of 9
CONCRETE COMPRL SIVE STRENGTH TES-
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCH TIME: 12:12pm
PLANT: On-site TIME SAMPLED: !2:17pm ~Y: Greg Dirnock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 68 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: 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
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 3170
7 4 3.00 05/05/1999 28
7 5 3.00 05/05/1999 28
Sample location: 25' North of south form in north section of west fire lane
This report is exclusively for tile usc of tile client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01 !,I, Page 7 of 9
CONCRETE COMPREoSIVE STRENGTH TES-
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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 tesi and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/07/1999 BATCIt TIME: 12:55pm
PLANT: On-site TIME SAMPLED: l:00pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 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 WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
see page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH 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
8 5 3.00 05/05/1999 28
Sample location: 125' North of south form in north section of west fire lane
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 H BC Engineering, Inc.
01LL Page 8 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/07/1999 Report No.: 9909883 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: 04/07/1999 BATCH TIME: l:35pm
PLANT: On-site TIME SAMPLED: l:40pm bY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 69 F CONCRETE: 74 ~
SLUMP: 1-3" TRUCK NO: 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:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 I 3.00 04/10/1999 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
9 5 3.00 05/05/1999 28
Sample location: 210' North of south form in north section of west fire lane
Technician: Greg Dimock Started: Finished: I--'~~
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture 'Eugene Harbotlr
( I ) City of Grapevine Vice President
(1) City of Coppcll
This repot! is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approw~l of IqBC Engineering, Inc.
OILL Page 9 of 9