Northlake 635(3)-LR 980706.CONCRETE COMPR;"SSIVE STRENGTH
Date of Service: 06/02/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
981415:
43-245;
Coppell
Belt Lit
Coppell
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
SPECIFICATION REQUIREMENTS
STRENaT~: 4000 psi @ 28 Days
4-6"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/02/1998
TIME SAMPLED: 6:30 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 76 F
TRVC~:NO: 849 TICm
AIR CONTENT (%): 4.0
PLACEMENT LOCATION:
Firelane between Buildings A & B, northwes~
SAMPLE LOCATION: 100'W/60'N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I 1 7.75 06/09/1998 7 92080
1 2 7.75 06/09/1998 7 95610
Average
1 3 7.75 06/30/1998 28 124930
I 4 7.75 06/30/1998 28 122630
Average
A~
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01AK Page I of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/06/1998
¸97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 5:35 am
~,eith Fowler
~ol
ONCRETE: 82 F
:TNO: 712456
IT WEIGHT (pct): N/A
comer of Building A
~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3260
3380
3320
4420
4340
4380
50
FRACTURE
TYPE"
itten approval of HBC Engineering, Inc.
.CONCRETE COMPR " SIVE STRENGTH TE.
Date of Service: 06/02/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
9814151
43-2452
Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STREN(;Tm 4000 psi ~ 28 Days
4-6"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/02/1998
TIME SAMPLED: 7:30 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 74
TRUCK NO: 832
AIR CONTENT (%): 5.1
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 10'E/100'N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.50 06/09/1998 7 111990
2 2 5.50 06/09/1998 7 105650
Average
2 3 5.50 06/30/1998 28 156710
2 4 5.50 06/30/1998 28 158410
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01AK Page 2 of 3
.97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/06/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
BATCH TIME: 6:55 am
2eith Fowler
~ol
F CONCRETE: 86 F
TlCm.T NO: 712467
UN IT WEIGHT (pc0: N/A
A( CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3960
3740
3850
5540
5600
5570
ed field test and cast
150
.CONCRETE COMPR SIVE STRENGTH TE?
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/02/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4-6"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
98
43-2452
Coppell
Belt Lin,
Coppell,
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
3 I 5.00
3 2 5.00
3 3 5.00
3 4 5.00
Technician: Keith Fowler
Report Distribution:
(l) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(l) AECC, Inc.
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
06/09/1998
06/09/1998
7 103510
7 105280
Average
28 148270
28 149910
Average
06/30/1998
06/30/1998
Started: 4:00 am Finished: 12:30 I--~
( 1 ) City of Coppell/Bldg. Insp.
(!) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistructures
AC
Tiffs report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wi
01AK Page 3 of 3
WEATHER CONDITIONS: Clear, w~
TEMPERATURE (F)-AIR 78 F C~
TRUCK NO: 801 TICKE
AIR CONTENT (%): 5.0 UNI
PLACEMENT LOCATION:
See page I
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
~rm
)NCRETE: 88 F
rNO: 712474
T WEIGHT (pcf): N/A
UUMULATIVE YARDS: 220
UOMPRESSIVE
STRENGTH
(psi)
3660
3720
3690
5240
5300
5270
Engin~c.
ageno-l~f'rbour
Vice President
ten approval of HBC Engineering, Inc.
FRACTURE
TYPE
Report Date
07/06/1998
SAMPLE LOCATION: 100°N/140'E
Obtain samples of fresh concrete at the placement locations, perform requlr :d field test and cast
compressive strength samples.
PROJECT DATA
Butler Construction CONCRETE CLASS: 9351
Pioneer Concrete PLACEMENT DATE: 06/02/1998 BATCH TIME: 7:51 am
16 TIME SAMPLED: 8:30 am BY: g.eith Fowler
.IN-PLACE DENSITYr"ESTING
Date of Service:
Client No.:
Client:
Services:
06/29/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
ha-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
I Reddish tan clayey and with
clay balls
Report No.: 981684
07SS
Project No.: 43-245:
Project: Coppel
Belt Lil
Coppei
PROJECT DATA
Laboratory Test Method:
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Field Test Method:
AST~
AST~
AST~
Maximum
Moisture % Density pcf
13.5 115.5
-97
Report Date
07/07/1998
Business Center II
le Rd. & Lakeshore Dr.
Texas
D-698
{ D-2922
4D-3017
Project Requirements
FIELD DENSITY TESTS
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
Interior Grade Beam Backfill
704 Building B, NW corner, 50 feet east, Final lift 1 13.3
705 Building B, NW corner, 180 feet east, Final lift. 1 13.5
706 Building B, NE corner, 60 feet south, Final lift 1 13.4
707 Building B, NE corner, 130 feet south, Final lift 1 13.7
708 Building B, NE corner, 200 feet south, Final lift. I 13.6
709 Building B, NE comer, 270 feet south, Final lift 1 13.9
710 Building B, NE corner, 330 feet south, Final lift 1 13.3
711 Building B, NE corner, 400 feet south, Final lift I 13.6
712 Building B, SE corner, 50 feet west, Final lift 1 13.1
713 Building B, SE corner, 170 feet west, Final lift 1 13.5
714 Building B, SW corner, 50 feet north, Final lift 1 13.2
Moisture Density
-2/+2% 95%
DRY DENSITY DENSITY
(pcO (% max)
111.9 97
111.5 97
112.2 97
111.2 96
111.5 97
111.0 96
111.3 96
112.0 97
111.9 97
111.7 97
111.9 97
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~
Page 1 of 2
ritten approval of HBC Engineering, Inc.
Report No.: 9816847 ,~'
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
Building B, SW corner, 150 feet north, Final lift 1 13.6
Building B, SW corner, 230 feet north, Final lift 1 13.7
Building B, SW corner, 300 feet north, Final lift 1 13.3
Building B, SW corner, 370 feet north, Final lift I 13.6
Building B, SW corner, 420 feet north, Final lift I 13.4
Test results on this report meet project specification.
715
716
717
718
719
Technician: Tex King
Report Distribution:
(I) Lincoln Property Company
(!) Butler Construction
( I ) O'Brien & Associates
(I) AECC, Inc.
(I) City of Coppell/Bldg. Insp.
( I ) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the wr
DRY DENSITY DENSITY
(pc0 (% max)
111.7 97
111.8 97
111.0 96
110.5 96
110.9 96
.. En , Inc.
~ul D. Smith, P.E.
mior Project Engineer
.tten approval of HBC Engineering, Inc.
07SS Page 2 of 2