Northlake 635(3)-LR 980217'IN-PLACE DENSITY /"2STING
Date of Service:
Client No.:
Client:
Services:
02/05/1998
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/l) No.
1 Tan limestone
TEST
NO
Report No.: 9803831
Project No.: 43-2452
Project: Coppell
Belt Lin
Coppell:
PROJECT DATA
Laboratory Test Method:
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Field Test Method:
ASTlV
ASTIv
ASTIV
Maximum
Description Moisture % Density pcf
21.5 103.0
FIELD DENSITY TESTS
M/D MOISTURE
TEST LOCATION No. (%)
Select, Southeast Corner
364 1st lift, 50' west and 100' north 1 21.9
365 1st lift, 50' west and 200' north 1 21.0
366 1st lift, 50' west and 300' north I 21.6
367 I st lift, 50' west and 400' north 1 21.7
368 1st lift, 100' west and 430' north 1 22.0
369 1st lift, 100' west and 320' north 1 21.9
370 1st lift, 100' west and 220' north I 21.5
371 1st lift, 100' west and 120' north 1 21.7
372 1st lift, 100' west and 20' north I 21.8
373 1st lift, 150' west and 100' north 1 21.7
374 1st lift, 150' west and 200' north 1 21.9
375 I st lift, 150' west and 300' north 1 22.3
.97
Report Date
02/17/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
D-698
D-2922
D-3017
Project Requirements
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
Moisture Density
-2/+2% 95%
DRY DENSITY DENSITY
(PcO (% max)
101.0 98
101.1 98
101.7 99
101.6 99
100.8 98
101.2 98
101.6 99
101.2 98
101.4 98
101.6 99
102.1 99
101.6 99
ttcn approval of HBC Enginecring, Inc.
07SS Page I of 2
Report No.: 9803838
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
376
Technician: Tex King
Report Distribution:
(I) Lincoln Property Company
(I} Butler Construction
(I) O'Bricn & Associates
(I) AECC, lnc.
1 st lift, 150' west and 400' north I 22.0
Test results on this report meet project specification.
(1) City of Coppell/Bldg. lnsp.
(1) City ofCoppell/Constr, lnsp.
Pa
S¢~
This report is exclusively fur thc usc of thc client indicated above and shall not be reproduced except in full without thc wri
DRY DENSITY DENSITY
(pc0 (% max)
101.7 99
Eng~g, Inc.
al D. Smith, P.E.
~ior Project Engineer
~n approval of HBC Engineering, Inc.
07SS Page 2 of 2