Northlake 635(3)-LR 980811 CONCRETE COMPI SIVE STRENGTH
Date of Service: 07/10/1998 Report No.: 98177(3
Client No.: 52617000 Project No.: 43-2451
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppel
Belt Li:
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07,/ 10/199~
TIME SAMPLED: 7:55 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 85 F
TRUCK NO: 552 TICI
AIR CONTENT (%): 5.3 U1
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: See attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 7.00* 07/17/1998 7 85320
! 2 7.00' 07/17/1998 7 84950
Average
1 3 7.00* 08/07/1998 28 116190
I 4 7.00' 08/07/1998 28 119020
Average
* Note: Contractor notified of slump coming from on site batch pla
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w
01AK Page I of 4
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
7
~.-97
Report Date
08/11/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
: BATCH TIME: 7:30 am
Brian Otis
~ONCRETE: 96 F
ETNO: N/A
~iT WEIGHT (pcl): N/A
CCUMULATIVE YARDS: 90
COMPRESSIVE
STRENGTH
(psi)
3020
3000
3010
4110
4210
4160
F~CTURE
TYPE
rittcn approval of HBC Engineering, Inc.
CONCRETE COMPRr" SIVE STRENGTH
Date of Service: 07/10/1998 Report No.: 981770
Client No.: 52617000 Project No.: 43-245:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppel
Belt Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE St~eeLIER: Pioneer Concrete
PLANT: 16 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/199~
TIME SAMPLED: 9:10 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 88 F
TRUCKNO: 1870 TICI
AIR CONTENT (%): 4.0 ur
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: See attached diagram
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 I 6.50* 07/17/1998 7 105180
2 2 6.50* 07/17/1998 7 108670
Average
2 3 6.50* 08/07/1998 28 132300
2 4 6.50* 08/07/1998 28 134570
Average
Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the'
01AK Page 2 of 4
8901 Carpenter Frwy., Suite gl{N}
Dallas, Texas 75247
-97
Report Date
08/11/1998
Business Center II
he Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:00 am
3rian Otis
larm
2ONCRETE: 97 F
ET NO: N/A
liT WEIGHT (pc0: N/A
CCUMULATIVEYARDS: 200
COMPRESSIVE
STRENGTH
(psi)
3720
3840
3780
4680
4760
4720
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPRr'3SI STRENGTH
Date of Service: 07/10/1998 Report No.: 98177(]
Client No.: 52617000 Project No.: 43-245
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppel
Belt Li]
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform reqU
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/199
TIME SAMPLED: 11:10 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - Am 92 g
TRUCK NO: 1870 TIC~
AIR CONTENT (%): 5.0 UI
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: See attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 I 7.50' 07/17/1998 7 84780
3 2 7.50' 07/17/1998 7 83850
Average
3 3 7.50* 08/07/1998 28 114210
3 4 7.50* 08/07/1998 28 117610
Average
* Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be repmduoed except in full without the v
01AK Page 3 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
7 Report Date
08/11/1998
!-97
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 11:00 am
Brian Otis
~arm
2ONCRETE: 99 F
ET NO: N/A
aT WEIGHT (pet): N/A
CCUMULATIVE YARDS: 300
COMPRESSIVE
STRENGTH
(psi)
3000
2970
2990
4040
4160
4100
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
-'CONCRETE COMPR SIVE STRENGTH
Date of Service: 07/10/1998 Report No.: 981770
Client No.: 52617000 Project No.: 43-245:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppel
Belt Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/1998
TIME SAMPLED: 12:40 pm aY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 92 F
TRUCK NO: 526 TICI
AIR CONTENT (%): 5.0 Ut
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: See attached diagram
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 I 7.00*
4 2 7.00*
4 3 7.00*
4 4 7.00*
* Note: See page 1
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs, force)
07/17/1998 7 87300
07/17/1998 7 86510
Average
08/07/1998 28 113090
08/07/1998 28 119010
Average
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
( I ) Butler Construction
( I ) O'Brien & Associates
( 1 ) AECC, Inc.
Started: 4:00 am Finished: 2:00 pm ~
( 1 ) City of Coppell/Bldg. lnsp.
(1) City of Coppell/Constr. Insp.
(l) Mullen & Powell Technistructures
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc w
ENGINEERIM3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
7
~.-97
Report Date
08/11/1998
Business Center II
he Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 12:15 pm
3rian Otis
:ONCRETE: 101 F
;T NO: N/A
lIT WEIGHT (pc0: N/A
2CUMULATIVE YARDS: 390
COMPRESSIVE
STRENGTH
(~i)
3090
3060
3080
4000
4210
4110
FRACTURE
TYPE
'~ gin~
~ En
Eugene l~arbour
Vice President
'itten approval of HBC Engineering, Inc.
01AK Page 4 of 4