Northlake 635(3)-LR 980901· ,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 Lil
Coppel]
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
CONTaACrOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
eta~wr: 3
SPECIFICATION REQUIREMENTS
STRENGTm 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: 07/29/1998
TIME SAMPLED: 8:45 am BY:
WEATHER CONDITIONS: clear
TEMPERATURE (F)-AIR 85 F
TRUCK NO: 1884 TICI~
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Parking on west side of building D. From fac
approach 150'-305'.
SAMPLE LOCATION: See below...
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 7.25 08/05/1998 7 86560
1 2 7.25 08/05/1998 7 87980
Average
I 3 7.25 08/26/1998 28 112910
I 4 7.25 08/26/1998 28 114810
Average
Sample Location: 200'N
of S approach/125'W of the face of Bldg D.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page 1 of 2
ENGINEF_RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
09/01 / 1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:20 am
~ddie Elrod
.~ONCRETE: 89 F
gT NO: 729248
IIT WEIGHT (pc0: N/A
~ of building to W parking curb and from S
UCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
3060
3110
3090
3990
4060
4030
FRACTURE
TYPE
rittcn approval of HBC Engineering, Inc.
CONCRETE COMPR? SIVE STRENGTH TE?
Date of Service: 07/29/1998
Client No.: 52617000
Report No.: 9819921
Project No.: 43-2452 97
ENGINF_ERING, !1~.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
09/01/1998
Client:
Services:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lir~
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
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below...
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
This report is exclusively for the use of the client indicated above and shall not be reproduc~ exert in full without the w
01AK Page 2 of 2
Technician: Eddie Elrod
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistmctures
Started: 7:00 am Finished: 12:00
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 98560
2 4 8.00 08/26/1998 28 104710
Average
Sample Location: 275'N of S approach and 125'W of the face of Bldg
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
A~ 2CUMULATIVE YARDS: 330
COMPRESSIVE
STRENGTH
(psi)
3000
3010
3010
3490
3700
3600
~ Eng~~l~l~.
Eugene Harbour
Vice President
ritten approval of HBC Engineering, Inc.
FRACTURE
TYPE
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
PROJECT DATA CONCRETE CUSS: 9351
PLACEMENT DATE: 07/29/1998 BATCHTIME: 10:00 am
TIME SAMPLED: 10:15 am By: l~ddie Elrod
1
WEATHER CONDITIONS: clear 1
TEMPERATURE (F) - AIR 87 F (~ONCRETE: 88 F
TRUCKNO: 769 TICK~TNO: 732759
ur~ IT WEIGHT (pcf): N/A
CONCRETE COMPR SIVE STRENGTH TE?
Date of Service: 07/31/1998 Report No.: 982016
Client No.: 52617000 Project No.: 43-245:
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: 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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 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: 07/31/199~
TIME SAMPLED: 9:10 am BY:
WEATHER CONDrrIONS: sunny
TEMPERATURE (F) - AIR 81 F
TRUCKNO: 1805 TIC~
AIR CONTENT (%): N/A t~
PLACEMENT LOCATION:
Paving: northeast entrance and parking.
SAMPLE LOCATION: 30' S and 45' E of NW corner
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.25
I 2 5.25
1 3 5.25
1 4 5.25
Note: The contractor didn't
crew used a pry bar to
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
08/07/1998 7 79450
08/07/1998 7 81780
Average
08/28/1998 28 93110
08/28/1998 28 95770
Average
use chairs for reinforcement support.
lift the reinforcement while placing concret
Technician: Mike Shields
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: 7:30 am Finished: 12:00
(1) City ofCoppcll/Bldg, lnsp.
(1) City of Coppell/Constr. Insp.
(1) Mullen & Powell Teclmistructures
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without thc ~
01AK Page 1 of 1
8901 Carpenter Frwy., Suite #100
Dallas, Texa~ 75247
-97
Report Date
09/01/1998
Business Center II
ie Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:25 am
Mike Shields
~ONCRETE: 90 F
ETNO: 723937
lIT WEIGHT (pc0: N/A
UCUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
2810
2890
2850
3290
3390
3340
?he concrete
.~.
FRACTURE
TYPE
Vice President
rittcn approval of HBC Engineering, Inc.