Northlake 635(5)-LR000127irk-PLACE DENSITY T~,~TING
INGINEERII\K', INC.
a division oj~rerrat:on
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/11/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services: In-place density testing.
CONTRACTOR:
Butler Construction
Report No.: 0001702 Report Date
O 1 /27/2000
Project No.: 94991456
Project: Coppell Commerce Center
1221 S. Beltline (Bldg. A)
Coppell, Texas
PROJECT DATA
Laboratory Test Method: Field Test Method:
ASTM D-698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum
M/D No. Description Moisture % Density pcf
t Gray & med brown clay w/tan & gray limestone 18.0 106.5
Project Requirements
Moisture Density
-1/+3% 95%
2 Lt. brown & tan shaley clay 22.0 98.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (pcf) (% max)
Sanitary Sewer, Line S-1
4 Station 2+00 6' BEG 1 17.4 104.2 98
5 Station 2+00 5' BEG 1 20.5 105.5 99
6 Station 2+00 4' BEG 1 17.0 103.8 98
7 Station 2+00 3' BEG 1 20.0 105.0 99
8 Station 2+00 2' BEG 1 17.8 104.3 98
9 Station 2+00 1' BEG 1 17.0 102.9 97
10 Station 4+00 6' BEG 2 21.8 96.3 98
11 Station 4+00 5' BEG 2 21.3 94.5 96
12 Station 4+00 4' BEG 2 21.7 96.8 98
13 Station 4+00 3' BEG 2 21.9 96.2 98
14 Station 4+00 2' BEG 2 21.6 96.2 98
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SDS Page 1 of 2
Report No.: 0001702 ~"~°~
TEST PROBE LIFTJ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (pct? (% max)
15 Station 4+00 1' BEG 2 22.3 95.4 97
16 Station 5+00 6' BEG 2 22.1 98.0 100
17 Station 5+00 5' BEG 2 23.0 96.9 98
18 Station 5+00 4' BEG 2 23.3 97.5 99
19 Station 5+00 3' BEG 2 22.2 97.2 99
20 Station 5+00 2' BEG 2 22.0 96.8 98
21 Station 5+00 1' BEG 2 22.9 95.7 97
Storm Sewer
22 Line D, Station 3+00 Final 2 21.9 98.4 100
23 Line D, Station 1+50 Final 2 22.3 97.6 99
24 Line E, Station 2+00 Final 2 23.0 98.0 100
25 Line C, Station 3+00 Final 1 18.3 108.1 102
Test results on this report meet project specification.
BEG = below existing grade
Field Results Reported To: Contractor
E gin 'ng, Inc.
Technician: Roy Montgomery Started: 9:30a Finished: 11:30a
Report Distribution:
(1) Transwestern Property Company (1) City of Coppell
(1) O'Brien & Associates (I) City of Coppe6 Paul D. Smith, P.E.
(1) Technistructures, Inc. Senior Project Engineer
(1) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc
07SDS Page 2 of 2