Northlake 635(3)-LR 980707CONCRETE COMP1L SIVE STRENGTH TE?
Date of Service: 06/03/1998 Report No.: 981427~
Client No.: 52617000
Project No.: 43-2452
Client: Lincoll~ Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
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
TIME SAMPLED: 7:30 am BY:
WEATHER CONDITIONS: Warm,
TEMPERATURE {F) - AIR 80 F
TRUCK NO: 1843 TICK!
AIR CONTENT (%): N/A liN
PLACEMENT LOCATION:
Leaveout around inside perimeter west and sc
SAMPLE LOCATION: 60'N/5'E of SW bldg. corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 5.50 06/10/1998
I 2 5.50 06/10/1998
1 3 5.50 07/01 / 1998
1 4 5.50 07/01/1998
REPORT OF TESTS
MAXIMUM
AG E LOAD
(days) (lbs. force)
7 93540
7 97310
Average
28 114450
28 112740
Average
A(
Technician: Del Ratliff
Report Distribution:
(!) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, lnc.
Started: 5:00 am Finished: 9:00 am
(1) City of Coppell/BIdg. Insp.
(I) City ofCoppell/Constr, lnsp.
(I) Mullen & Powell Technistructures
-97
ENGINEER]lq3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/07/1998
Business Center II
: Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 6:45 am
)el Ratliff
azy, light wind
ONCRETE: 88 F
rNO: 712494
T WEIGHT (pcf): N/A
atheast sides of Building C slab-on-grade
:CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3310
3440
3380
4050
3990
4020
lnc.
Vice President
20
FRACTURE
TYPE
This report is exclusively tbr the use of the client indicated above aqd shall not be reproduced except in full without the w
itten approval of HBC Engineering, Inc.
01AK Page I of I
.IN-PLACE DENSITY "ESTING
Date of Service:
Client No.:
Client:
Services:
06/30/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
CONTRACTOR: Butler Construction
r~
Report No.: 981698
Project No.: 43-245;
Project: Coppel]
Belt Li~
Coppell
MOISTURE DENSITY RELATIONS:
PROJECT DATA
Laboratory Test Method: ASTI~
07ss
Field Test Method:
Maximum
ASTI~
ASTI~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
07/07/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
M/D No.
TEST
NO
720
721
722
723
724
725
726
727
728
729
730
Description
Light gray, reddish and medium
brown shaley clay
Interior
Building
Building
Building
Building
Building
Building
Building
Building
Building
Building
Building
Moisture % Density pcf
23.5 98.5
FIELD DENSITY TESTS
TEST LOCATION
Grade Beam Backfill
D, NW corner, 60 feet east, 2nd lift
D, NW corner, 70 feet east, 1st lift
D, NW corner, 180 feet east, 2nd lift
D, NW comer, 190 feet east, 1st lift
D, NW corner, 260 feet east, 2nd lift
D, NW corner, 270 feet east, 1st lift
D, NW corner, 360 feet east, 2nd lift
D, NW corner, 370 feet east, 1st lift
D, NE corner, 100 feet south, 2nd lift
D, NE corner, 110 feet south, 1 st lift
D, NE comer, 230 feet south, 2nd lift
M/D MOISTURE
No. (%)
Moisture
1 26.9
1 27.0
1 27.3
1 27.1
1 27.2
1 27.1
1 27.3
1 26.9
I 26.7
1 26.6
I 27.1
Tiffs report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w
Page I of 2
% or above
DRY DENSITY
(pcO
Density
92%
DENSITY
(% max)
91.7 93
91.5 93
91.7 93
91.8 93
91.2 93
91.3 93
91.1 93
91.4 93
91.7 93
92.1 94
91.9 93
· itten approval of HBC Engineering, Inc.
Report No.: 9816988
TEST
NO
TEST LOCATION
240 feet south, 1st lift
390 feet south, 2nd lift
400 feet south, 1st lift
500 feet south, 2nd lift
510 feet south, 1st lift
50 feet west, 2nd lift
60 feet west, 1st lift
130 feet west, 2nd lift
140 feet west, ist lift
290 feet west, 2nd lift
300 feet west, I st lift
380 feet west, 2nd lift
390 feet west, 1st lift
80 feet north, 2nd lift
90 feet north, 1st lift
170 feet north, 2nd lift
180 feet north, Ist lift
290 feet north, 2nd lift
300 feet north, 1st lift
400 feet north, 2nd lift
410 feet north, 1 st lift
500 feet north, 2nd lift
510 feet north, I st lift
731 Building D, NE corner
732 Building D, NE corner
733 Building D, NE corner
734 Building D, NE corner
735 Building D, NE corner
736 Building D, SE corner
737 Building D, SE corner
738 Building D, SE corner
739 Building D, SE corner
740 Building D, SE corner
741 Building D, SE corner
742 Building D, SE conrer
743 Building D, SE corner
744 Building D, SW corner.
745 Buidling D, SW corner.
746 Building D, SW corner.
747 Building D, SW corner.
748 Building D, SW corner.
749 Building D, SW corner.
750 Building D, SW corner
751 Building D, SW corner.
752 Building D, SW corner.
753 Building D, SW corner.
Technician: Tex King
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
MID MOISTURE
No. (%)
26.8
27.1
26.7
26.9
26.6
27.1
26.9
27.3
27.1
26.9
26.6
27.1
26.8
26.7
26.5
27.1
27.0
27.3
27.1
26.9
26.7
26.7
26.6
Test results on this report meet project specification.
(I) City ofCoppell/Bldg. Insp.
(I) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistmctures
This report is exclusively fur the use of the client indicated above and shall not be reproduced except in full without the wr
DRY DENSITY
(pcf)
DENSITY
(% max)
92.2 94
91.7 93
91.5 93
91.3 93
92.2 94
91.7 93
91.1 93
91.3 93
92.2 94
92.3 94
92.1 94
91.7 93
91.0 92
91.2 93
91.5 93
91.7 93
91.9 93
91.5 93
91.3 93
91.6 93
91.8 93
92.2 94
91.7 93
ing, Inc.
~ul D. Smith, P.E.
',nior Project Engineer
tten approval of HBC Engineering, Inc.
07SS Page 2 of 2