Northlake 635(3)-LR 980914..CONCRETE COMPRr"SSIVE STRENGTH TE?'T
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 07/28/1998 Report No.: 9819820 09/14/1998
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.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 16
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/28/1998 BATCHTIME: 10:14 am
TIME SAMPLED: 10:30 am BY: Terry L. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 1805
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving West side of Bldg. D
Clear and Hot
94 F CONCRETE: 92 F
TICKETNO: 729192
UNIT WEIGHT (pct'}: N/A
SAMPLE LOCATION: 50' W, 50'N of SW corner
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 6.50 08/04/1998 7 99810
1 2 6.50 08/04/1998 7 100260
Average
I 3 6.50 08/25/1998 28 133020
I 4 6.50 08/25/1998 28 135460
Average
ACCUMULATIVE YARDS: 340
COMPRESSIVE
STRENGTH
(psi)
3530
3550
3540
4700
4790
4750
FRACTURE
TYPE
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc wriRcn approval of HBC Engineering, Inc.
01TM Page 1 of 4
-,.CONCRETE COMPRr"3SIVE STRENGTH TE'"'F
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/1998 ReportNo.: 9819820
Client No.: 52617000 Project No.: 43-2452-97
Report Date
09/14/1998
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
PLANT: 16
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/28/1998 BATCH TIME: N/A
TIME SAMPLED: 11:00 am BY: TerryL. Smith
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1805
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
Clear and Hot
99 F CONCRETE: 95 F
TICKET NO: 729197
UNIT WEIGHT (pcO: N/A
SAMPLE LOCATION: 40'W, 100~ of ST comer
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.00 08/04/1998 7 104570
2 2 6.00 08/04/1998 7 100060
Average
2 3 6.00 08/25/1998 28 124940
2 4 6.00 08/25/1998 28 126510
Average
ACCUMULATIVE YARDS: 380
COMPRESSIVE
STRENGTH
(psi)
3700
3540
3620
4420
4470
4450
FRACTURE
TYPE
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 4
...CONCRETE COMPI SIVE
STRENGTH TE "Y
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/1998
Client No.: 52617000
Report No.: 9819820
Project No.: 43-2452-97
Report Date
09/14/1998
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.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTh: 4000 psi ~ 28 Days
SLUMP: 5"
aiR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/28/1998 BATCrI TIME: 12:10 pm
TIME SAMPLED: 12:45 pm BY: Terry L. Smith
WEATHER CONDITIONS: Clear and Hot
TEMPERATURE (F} - AIR 100 F CONCRETE: 98 F
TRUCK NO: 853 TICm~T NO: 729210
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See Page !
SAMPLE LOCATION: ! 50'N, 20' W of SW Comer
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 I 6.50 08/04/1998
3 2 6.50 08/04/1998
3 3 6.50 08/25/1998
3 4 6.50 08/25/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 470
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 92570 3270
7 95410 3370
Average 3320
28 126400 4470
28 127480 4510
Average 4490
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page 3 of 4
,.CONCRETE COMPR SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/1998 Report No.: 9819820
Client No.: 52617000 Project No.: 43-2452-97
Report Date
09/14/1998
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
PLANT: 16
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/28/1998 BATCH TIME:
TIME SAMPLED: 2:00 pm BY: Terry L. Smith
WEATHER CONDITIONS: Clear and Hot
TEMPERATURE (F) - AIR 102 F CONCRETE: 99
TRUCK NO: 1805 TICKET NO: 729221
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See Page I
1:42 pm
F
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: 180' N, 90'W of SW Corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 I 5.00 08/04/1998
4 2 5.00 08/04/1998
4 3 5.00 08/25/1998
4 4 5.00 08/25/1998
REPORT OF TESTS ACCUMULATIVE YARDS: 540
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 108310 3830
7 129250 4570
Average 4200
28 145200 5130
28 148330 5250
Average 5190
FRACTURE
TYPE
Technician: Terry L. Smith
Report Distribution:
(i) Lincoln Property Company
(I) Butler Construction
(l) O'Brien & Associates
(l) AECC, Inc.
Started: 10:00 Finished: 4:30 pm
( I ) City of Coppell/Bldg. lnsp.
( I ) City of Coppell/Constr. lnsp.
(I) Mullen & Powell Technistmctures
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.
01TM Page 4 of 4