Northlake 635(5)-LR000731CONCRETE COMPRE SIVE STRENGTH TES
Date of Service: 06/30/2000
Client No.: 85229000
Report No.: 0017145
Project No.: 9499145
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell
1221 S.
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5"
AIR: 3-6%
TEST METItOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below for location
PROJECT DATA
MIXI.D.: 9351
PLACEMENT DATE: 06/30/2000
TIME SAMPLED: 4:25am ~v: E
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 76 F
TRUCK NO: 33 TICKLE
AIR CONTENT(%): 3.8 UNI
PLACEMENT LOCATION:
Paving
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.00 07/07/2000 7 88640
! 2 5.00 07/07/2000 7 90550
Average
1 3 5.00 07/28/2000 28 116450
I 4 5.00 07/28/2000 28 113990
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01SDS Page 1 of 6
ENGINEERING, INC.
a division of'l[erracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/31/2000
~,ommerce Center
3eltline (Bldg. A)
Texas
;d field test and cast
BATCH TIME: 3:52am
'yin Farris
INCRETE: 86 F
NO: 616029
WEIGItT (pcf): N/A
CUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
3130
3200
3170
4120
4030
4080
FRACTURE
TYPE
approval of HBC Engineering, Inc.
~{eport No.: 0017145
Sample Location: 10 yards E of island at SW corner of Building A,
5 feet S of N curb in parking lot, S side, Building A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
en approval of HBC Engineering, Inc.
01SDS Page 2 of 6
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 06/30/2000
Client No.: 85229000
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.:
Project No.:
Project:
0017145
9499145¢
Coppell
1221S.
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5"
AIR: 3-6%
TEST METHOD: ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/30/2000
TIME SAMPLED: 5:55am BY: E1
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 739
AIR CONTENT (%): 3.6
PLACEMENT LOCATION:
See page I
Cloudy
76 F C(
TICKE
UNI'
REPORT OF TESTS
ACI
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.00 07/07/2000 7 107380
2 2 5.00 07/07/2000 7 100300
Average
2 3 5.00 07/28/2000 28 157540
2 4 5.00 07/28/2000 28 153500
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ!
01SDS Page 3 of 6
a division ~fl~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/31/2000
~.ommerce Center
,eltline (Bldg. A)
I'exas
d field test and cast
BATCH TIME: 5:20AM
vin Farris
.NCRETE: 86 F
NO: 616045
WEIGHT (pcB: N/A
;UMULATIVE YARDS: 130
~'OMPRESSIVE
STRENGTH
(psi)
3800
3550
3680
5570
5430
5500
FRACTURE
TYPE
approval of HBC Engineering, Inc.
Report No.: 0017145
Sample Location: 5 feet E of island around water main, 5 feet N of
curb on parking lot, S of Building A.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
01SDS Page 4 of 6
approval of HBC Engineering, lnc.
CONCRETE COMPRE'?MVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
06/30/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
0017145
9499145,
Coppell
1221 S. i
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.
SLUMP:
AIR:
TEST METItOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTIt: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below for location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/30/2000
TIME SAMPLED: 8:30am BY: E
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 1019
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
See page I
Cloudy
88 }: c~
TICKE
UNI
REPORT OF TESTS
AC
CYLINDER
MARKED
SET NO.
MEASURED MAXIIVIUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 I 7.00 07/07/2000 7 91690
3 2 7.00 07/07/2000 7 90870
Average
3 3 7.00 07/28/2000 28 126610
3 4 7.00 07/28/2000 28 121430
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01SDS Page 5 of 6
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/31/2000
ommerce Center
leltline (Bldg. A)
Texas
~,d field test and cast
BATCH TIME: 7:26am
vin Farris
,NCRETE: 89 F
1' NO: 509599
r WEIGHT (pcf): N/A
2UMULATIVE YARDS: 230
20MPRESSIVE
STRENGTH
(psi)
3240
3210
3230
4480
4290
4390
FRACTURE
TYPE
~en approval of HBC Engineering,~nc.
Report No.: 0017145
Sample Location: Midway between island at SE corner of
sewer drain just W of island, 8 feet S of N curb.
Building A ar.d
Technician: Ervin Farris Started: 3:00am Finished: l l:00am I'-L~
Report Distribution:
(1) Transwestem Property Company (1) City of Coppell
(1) O'Brien & Associates (1) City of Coppell
( I ) Technistructures, Inc.
(1) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
Engineer~
;ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
01SDS Page 6 of 6