Northlake 635(5)-LR000724CONCRETE COMPRE IVE STRENGTH TES
ENG--, II~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 752A7
Date of Service: 07/13/2000
Client No.: 85229000
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0018260
Project No.: 94991457
Report Date
07/24/2000
Project:
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" max
3-5%
ASTM C- !43
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/13/2000 nATCH T~ME: 4:00am
TIME SAMPLED: 4:45am nY: Greg Dimock
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 103
AIR CONTENT (%): 4.1
Clear
85 F CONCRETV-: 94 F
TICKET NO: 612070
UNIT WEIGHT (peO: N/A
PLACEMENT LOCATION:
Paving- Building B loading dock area- Pour #2
Sampled from pump.
SAMPLE LOCATION: See below
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) 0b~ force) (psi) TYPE
1 1 5.75 07/20/2000 7 85300 3020
! 2 5.75 07/20/2000 7 90110 3190
Average 3110
1 3 5.75 08/10/2000 28
I 4 5.75 08/10/2000 28
Sample location: 5' West of E joint and 10' N of N wall, south wing of building
0ILL
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.
Page 1 of 4
CONCRETE COMPR IVE STRENGTH TES
a division of'lfntt-~nn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/13/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0018260
Project No.: 94991457
Report Date
07/24/2000
Project:
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 07/13/2000 BATCHTIME: 5:25am
TIME SAMPLED: 6:20am BY: Greg Dimock
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 85 F CONCRETE: 93
TRUCK NO: 725 TICKET NO: 612078
AIR CONTENT (%): 4.4 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page I
Sampled from pump.
SAMPLE LOCATION:
See below
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. foree) (pal)
2 1 5.50 07/20/2000 7 91910 3250
2 2 5.50 07/20/2000 7 96180 3400
Average 3330
2 3 5.50 08/10/2000 28
2 4 5.50 08/10/2000 28
Sample location: 20' W of E joint and 40' N of N wall,
south wing of building
FRACTURE
TYPE
0ILL
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.
Page 2 of 4
CONCRETE COMPRI IVE STRENGTH TES
Date of Service: 07/13/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0018260
Project No.: 94991457
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
a division of'lfnwamn
8901 Carpenter Frwy., Suite #1~0
Dallas, Texas 75547
Report Date
07/24/2000
Services:
SLUMP:
AIR:
TEST METHOD:
Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
Butler Construction
Pioneer
29
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
MLX I.D.: 9351
PLACEMENT DATE: 07/13/2000 BATCH TIME: 7:05am
TIME SAMPLED: 8:00am BY: Greg Dimock
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 652
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
See page I
Clear
83 F CONCRETE: 97 F
TICKETNO: 612091
UNIT WEIGHT (pc0: N/A
Sampled from pump.
SAMPLE LOCATION: See below
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (l~i) ~
3 1 5.25 07/20/2000 7 93990 3320
3 2 5.25 07/20/2000 7 92880 3280
Average 3300
3 3 5.25 08/10/2000 28
3 4 5.25 08/10/2000 28
Sample location: 65'
North of N wall,
south wing and 40' W of E joint
0ILL
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.
Page 3 of 4
CONCRETE COMPR IVE STRENGTH TES(
ENGINEERI~, INC.
a division of 'lfetraz:tm
8901 Carpenter Frwy., Suite #100
Report Date
Date of Service: 07/13/2000 Report No.: 0018260 07/24/2000
Client No.: 85229000 Project No.: 94991457
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT-DATA
MIX ~.O.: 9351
PLACEMENT DATE: 07/13/2000 BATCH T~ME: 7:50am
TIME SAMPLED: 9:00am BY: Greg Dimock
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 33
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
See page 1
Clear
85 F CONCRETE: 93 F
TICKET NO: 649905
UNIT WEIGHT (pet3: N/A
Sampled from pump.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) ~ far~)
4 1 6.00 07/20/2000 7 92920
4 2 6.00 07/20/2000 7 97040
Average
COMPRESSIVE
STRENGTH
3290
3430
3360
4 3 6.00 08/10/2000 28
4 4 6.00 08/10/2000 28
Sample location: 35' S of S wall, north wing, 40' W of E joint
Technician: Greg Dimock
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technisiructures, Inc.
(1) Butler Construction
Started: 3:00am
(l) City of Coppell
(1) City of Coppeil
Finished: 10:30am
I-nC
Eugene Harbour
Vice President
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.
0ILL Page 4 of 4