Northlake 635(3)-LR 980812.CONCRETE COMPRr'3SIVE STRENGTH
Date of Service: 07/29/1998 Report No.: 981992
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.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 3
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: 935 l
PLACEMENT DATE: 07/29/199~
TIME SAMPLED: 8:45 am BY:
WEATHER CONDITIONS: clear
TEMPERATURE (F) - AIR 85 F ~
TRUCK NO: 1884 TICK
AIR CONTENT (%): N/A U1
PLACEMENT LOCATION:
Parking on west side of building D. From thc
approach 150'-305'.
SAMPLE LOCATION: See below...
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 7.25 08/05/1998 7 86560
I 2 7.25 08/05/1998 7 87980
Average
1 3 7.25 08/26/1998 28
i 4 7.25 08/26/1998 28
Sample Location: 200'N of S approach/125'W of the face of Bldg D.
This report is exclnsively lbr the use of the client indicated above and shall not be reproduced except in full without the
01AK Page i of 2
ENGINEERING, INC.
8901 ~rpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
08/12/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:20 am
Eddie Elrod
7ONCRETE: 89 F
ET NO: 729248
lit WEIGHT (pc0: N/A
e of building to W parking curb and from S
UCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
3060
3110
3090
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPRi SIVE STRENGTH
Date of Service: 07/29/1998
Report No.: 9819921
Client No.:
Client:
Services:
52617000 Project No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lk
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi:
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 3
SPECIFICATION REQUIREMENTS
STRENGTlt: 4000 psi ~ 28 Days
PROJECT DATA
-97
8901 C~rpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
08/12/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/29/1998
TIME SAMPLED: 10:15 am BY: l[ddie EIrod
/
WEATHER CONDITIONS: clear
TEMPERA~URE{F)-AIR 87 F I~ONCRETE: 88
TRUCK NO: 769 TICKI~T NO: 732759
BATCH TIME: 10:00 am
F
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
See below...
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 8.00 08/05/1998 7 84870
2 2 8.00 08/05/1998 7 85260
Average
2 3 8.00 08/26/1998 28
2 4 8.00 08/26/1998 28
Sample Location: 275'N of S approach and 125'W of the face of Bldg
U~
At
Technician: Eddie Elrod
Report Distribution:
(I) Lincoln Property Company
( I ) Butler Construction
(I) O'Bricn & Associates
( I ) AECC. Inc.
Started: 7:00 am Finished: 12:00 I'~
(1) City ofCoppell/BIdg, insp.
(I) City of Coppell/Constr. lnsp.
(I) Mullcn & Powell Technistructures
This report is exclusively Ibr thc usc of thc client indicated above and shall not be reproduced except in full without the w
IT WEIGHT (pcf): N/A
2CUMULATIVE YARDS: 330
COMPRESSIVE
STRENGTH
(psi)
3000
3010
3010
~ Engin~~nc.
Eugene l~Farbour
Vice President
FRACTURE
TYPE
ritten approval of HBC Engineering, lnc,
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