Northlake 635(3)-LR 980615COMPRLaSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/13/1998 ReportNo.: 9812354
Client No.: 52617000 Project No.: 43-2452-97
Report Date
06/15/1998
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr.
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 Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panels 88 & 89
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.50 05/20/1998
1 2 5.50 05/20/1998
1 3 5.50 06/10/1998
1 4 5.50 06/10/1998
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/13/1998 BATCHTIME: 5:49 am
TIME SAMPLED: 6:15 am BY: Darrin Phillips
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 71 F CONCRETE: 80 F
TRUCK NO: 725 TICKET NO: 712112
AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
Panels 85, 88, 89, 90, 95-106
REPORT OF TESTS ACCUMULATIVE YARDS: 50
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 96590 3420
7 94900 3360
Average 3390
28 117780 4170
28 115480 4080
Average 4130
FRACTURE
TYPE
01AK
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page I of 2
'CONCRETE COMPR ' SIVE STRENGTH
Date of Service: 05/13/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
9812354 Report Date
06/I 5/1998
43-2452-97
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr.
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 Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi @ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/13/1998 BATCH TIME: 6:54 am
TIME SAMPLED: 7:15 am BY: Darrin Phillips
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 725
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Cloudy
72 E CONCRETE: 79 F
TICK~TNO: 712120
UN1TWEIGHT(pc0: N/A
SAMPLE LOCATION: Panels 105 & 106
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 1 5.50
2 2 5.50
2 3 5.50
2 4 5.50
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/20/1998 7 105180
05/20/1998 7 109740
Average
06/10/1998 28 135270
06/10/1998 28 137450
Average
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3720
3880
3800
4780
4860
4820
130
FRACTURE
TYPE
Technician: Darrin Phillips
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: 3:00 am Finished: 9:00 am
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistructures
~ Eng~
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.
01AK Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/03/1998 Report No.: 9814276 Report Date
06/15/1998
Client No.: 52617000 Project No.: 43-2452-97
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr.
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 Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 06/03/1998 BATCH TIME: 6:45 am
TIME SAMPLED: 7:30 am BY: Del Ratliff
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1843
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Warm, hazy, light wind
80 F CONCRETE: 88 F
TICKET NO: 712494
UNrr WEIGHT (pc0: N/A
Leaveout around inside perimeter west and southeast sides of Building C slab-on-grade
SAMPLE LOCATION: 60'N/5'E of SW bldg. corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 5.50 06/10/1998
I 2 5.50 06/10/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 20
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 93540 3310
7 97310 3440
Average 3380
I 3 5.50 07/01/1998
I 4 5.50 07/01/1998
28
28
FRACTURE
TYPE
Technician: Del Ratliff
Report Distribution:
(i) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, lAC.
Started: 5:00 am Finished: 9:00 am
(1) City ofCoppell/Bldg, insp.
(I) City ofCoppell/Constr, lnsp.
(I) Mullen & Powell Technistructures
~'ugene~'Harbour
Vice President
This report is exclusively ibr the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0IAK Page 1 of I
CONCRETE COMPR r' SIVE STRENGTH
Date of Service: 06/01/1998 Report No.: 9814032
Client No.: 52617000 Project No.: 43-2452-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/15/1998
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell Business Center II
Belt Line Rd. & Lakeshore Dr.
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 Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/01/1998 BATCHTIME: 8:20 am
TIME SAMPLED: 8:28 am BY: Marlo Villanueva
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1842
AIR CONTENT (%): 4.3
PLACEMENT LOCATION:
Clear
80 F CONCRETE: 72 F
TICKET NO: 712422
UNIT WEIGHT (pcl): N/A
Parking lot at northwest comer of Building A
SAMPLE LOCATION: 75'S/28'W of NW corner
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.25
1 2 5.25
1 3 5.25
1 4 5.25
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
06/08/1998 7 93930
06/08/1998 7 92700
Average
06/29/1998 28
06/29/1998 28
ACCUMULATIVE YARDS: 220
COMPRESSIVE
STRENGTH
(psi)
3320
3280
3300
FRACTURE
TYPE
Technician: Mario Villanueva
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(1) AECC, Inc.
Started: 8:00 am Finished: 9:30 am
(1) City ofCoppcll/Bldg, lnsp.
(1) City ofCoppcll/Constr, lnsp.
(1) Mullen & Powell Technistructures
~-ugeflLa~arbour
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.
01AK Page I of I