Northlake 635(3)-LR 980702CONCRETE COMPR ' SIVE STRENGTH
Date of Service: 06/01/1998 Report No.: 981403
Client No.: 52617000 Project No.: 43-245~
Client:
L i ncoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppel'~
Belt Li~
CoppeY
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
STRENaTH: 4000 psi ~ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/01/1998
TIME SAMPLED: 8:28 am BY:
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- AIR 80 F
TRUCK NO: 1842 TIC~
AIR CONTENT (%): 4.3 ur
PLACEMENT LOCATION:
Parking lot at northwest corner of Building
SAMPLE LOCATION: 75'S/28'W of NW corner
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
! I 5.25
1 2 5.25
I 3 5.25
I 4 5.25
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
06/08/1998 7 93930
06/08/1998 7 92700
Average
06/29/1998 28 116840
06/29/1998 28 114240
Average
Technician: Marlo Viilanueva
Report Distribution:
(I) Lincoln Prnper~y Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: 8:00 am Finished: 9:30 am I'~
(i) City of Coppcll/Bldg. lnsp.
(1) City ofCoppcll/Constr, lnsp.
(1) Mullen & Powcll Tcchnistructurcs
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the x~
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
07/02/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 8:20 am
vlario Villanueva
7ONCRETE: 72 F
ST NO: 712422
liT WEIGHT (pc0: N/A
~CUMULATIVE YARDS: 220
COMPRESSIVE
STRENGTH
(psi)
3320
3280
3300
4130
4040
4090
FRACTURE
TYPE
Eugene Harbour
Vice President
ritten approval of HBC Engineering, Inc.
OIAK Page I of I
.IN-PLACE DENSITY r' STING
Date of Service:
Client No.:
Client:
Services:
06/20/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
In-place density testing.
CONTRACTOR: Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Reddish tan clayey sand with
- clay balls
TEST
NO TEST LOCATION
691
692 Bldg B,
693 Bldg B,
694' Bldg B,
695 Bldg B,
696 Bldg B,
697 Bldg B,
698 Bldg B,
699 Bldg B, NE corner,
700 Bidg B, NE corner,
701 Bldg B, NE corner,
07SS
Report No.: 981592
Project No.: 43-245~
Project: Coppell
Belt Li[
Coppell
PROJECT DATA
Laboratory Test Method:
Field Test Method:
ASTI~
ASTI~
ASTI~
Maximum
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
07/02/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
Moisture %
13.5
Density pcf
115.5
FIELD DENSITY TESTS
Interior Grade Beam Backfill
Bldg B, SW corner 70' N, Select, 2nd lift
SW corner 150' N, Select, 2nd lift
SW corner 270' N, Select, 2nd lift
SW corner 350' N, Select, 2nd lift
NW corner 60' E, Select, 2nd lift
NW corner 140' S, Select, 2nd lift
NE corner, 50' S, Select, 2nd lift
NE corner, 110' S, Select, 2nd lift
200' S, Select, 2nd lift
270' S, Select, 2nd lift
360' S, Select, 2nd lift
Moisture Density
M/D
MOISTURE
(%)
1 13.7
1 13.9
I 13.6
1 13.9
I 14.2
1 14.1
I 14.2
I 13.9
1 13.7
1 13.8
1 13.5
-2/+2% 95%
DRY DENSITY DENSITY
(pcl) (% max)
113.1 98
112.7 98
112.8 98
112.7 98
113.3 98
113.1 98
113.2 '98
112.7 98
112.6 98
112.8 98
112.7 98
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
Page I of 2
itten approval of HBC Engineering, Inc.
Report No.: 9815928
TEST MID MOISTURE
NO TEST LOCATION No. (%)
702
703
BIdg B, SE corner, 60' W, Select, 2nd lift 1 13.6
BIdg B, SE corner, 130' W, Select, 2nd lift 1 13.9
Test results on this report meet project specification.
DRY DENSITY DENSITY
(OCt') (% max)
112.8 98
112.8 98
Technician: Tex King
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wri
( I ) City of Coppell/BIdg. lnsp.
( I ) City of Coppell/Constr. lnsp.
(I) Mullen & Powell Technistructures
07SS Page 2 of 2
H~ En~ng, Inc.
P:tul D. Smith, P.E.
S¢ nior Project Engineer
tten approval of HBC Engineering, Inc.