Fellowship-LR 990408CONCRETE COMPRESSIVE STRENGTH TES"
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/08/1999
CiientNo.: 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: 03/29/1999 BATCH TIME: l:25pm
PLANT: On-site TIME SAMPLED: !:30pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONmTIONS: Cloudy, overcast, drizzle
STRENGT~I: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 50 F CONCRETE: 62 F
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): Mtr malfun UNIT WEIGHT (pct'): 148.9
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Paving, parking lot strips #20, #21, #23, #22, #24, #25
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 96
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 3.00 04/01 / 1999 3 73650 2600
1 2 3.00 04/05/1999 7 108650 3840
1 3 3.00 04/26/1999 28
1 4 3.00 04/26/1999 28
Sample Location: 15' east of west form and 15' south of north form in paving
strip #21.
Sampled 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.
01TM Page 1 of 5
CONCRETE COMPREoSIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/08/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke
6616 Forest Park Road Phase III - Expansion
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: 03/29/1999 nATCI~TIME: 2:25pm
PLANT: On-site TIME SAMPLED: 2:32pm nY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, drizzle
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 54 F CONCRETE: 65 F
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UNIT WEIGHT (pcf}: 148.1
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
ASTM C- 172 See page 1
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 3.00 04/01 / 1999 3 69410 2450
2 2 3.00 04/05/1999 7 110250 3900
2 3 3.00 04/26/1999 28
2 4 3.00 04/26/1999 28
Sample location: 30'west of east form and 15' south of north form in strip 922.
Sampled 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.
01TM Page 2 of 5
CONCRETE COMPRL SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/08/1999
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 SV~'?LIEm LH Lacy PLACEMENT DATE: 03/29/1999 BATCH TIME: 3: 16pm
PLANT: On-site TIME SAMPLED: 3:21pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STREN¢;Tm 3000 psi @ 28 Days TEMPERATURE (F)- AIR 55 F CONCRETE: 64 ~
SLUMP: 1-3" TRUCKNO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UmT 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: 3 12
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 04/01/1999 3 67420 2380
3 2 3.00 04/05/! 999 7 112090 3960
3 3 3.00 04/26/1999 28
3 4 3.00 04/26/1999 28
Sample location: 40' west of east form and 15' south of north form in strip #23.
Sampled at truck.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 3 of 5
CONCRETE COMPR/ SIVE STRENGTH TE8
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/08/1999
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 StJPPLIEm LH Lacy PLACEMENT DATE: 03/29/1999 BATCH TIME: 3:45pm
PLANT: On-site TIME SAMPLED: 3:51pm ~V: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CON~rrIONS: Cloudy, overcast
S?REN(;TH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 64 V
SLUMP: 1-3" TRUCKNO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter 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 for sample location.
REPORT OF TESTS ACCUMULATIVE YARDS: 416
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 04/01/1999 3 71320 2520
4 2 3.00 04/05/1999 7 102370 3620
4 3 3.00 04/26/1999 28
4 4 3.00 04/26/1999 28
Sample location: 40' west of east form and 15' south of north form in strip #24.
Sampled 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.
01TM Page 4 of 5
CONCRETE COMPRE._ $IVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/08/1999
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: 03/29/1999 BATCH TAYto: 5:05pm
PLANT: On-site TIME SAMPLED: 5:10pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 55 F CONCRETE: 70 F
SLUMP: 1-3" TRUCKNO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UNIT WEIGHT (pcB: N/A
TEST METltOD: 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: 536
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 3.50 04/01 / 1999 3 75790 2680
5 2 3.50 04/05/1999 7 98090 3470
5 3 3.50 04/26/1999 28
5 4 3.50 04/26/1999 28
Sample location: 25' west of east form and 15' south of north form in strip #25.
Sampled at truck.
6:00pm
Technician: Greg Dimock Started: 6:00am Finished: .1. a.j~ En~,inealF~l~. in~
Report Distribution:
(I) Julian P. Barry General Contractors
Har'lg6ur
(1) Urban Architecture Eugene
(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.
01TM Page 5 of 5