Coppell BC3-LR001212IN-PLACE DENSITY TING
Date of Service:
Client No.:
Client:
1210412000
1332
Constructors & Associates
Attn: Mikc Donnelly
3333 Welbom St Suite 200
Dallas TX 75219
Report No.: 0031478
Project No.: 94001487
Project: Charles Schwab
217 Wrangler
Coppell, Texas
a aiv~on ofllaa,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/12/2000
Services: In-place density testing.
CONTRACTOR:
Constructors & Assoc.
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
MID No. Description
Moisture %
1 Lt brown sandy clay
Field Test Method:
ASTM D2922
ASTM D3017
aay~iaum
Density pcf
Project Requirements
Moisture Density
13.0 114.5 -2/+2% 95%
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE L~ M/D
DEPTH ELEV No.
MOISTURE DRY DENSITY DENSITY
(%) (pcf) (% max)
Sanitary Sewer
6 Building line G.8/2.3
7 Building line F/2.3
8 Building line D.3/2.3
6" 8" BEG 1 12.5
6" 8" BEG 1 13.2
6" 8" BEG 1 13.4
Test results on this report meet project specification.
110.2
110.2
111.2
BEG = below existin~ ~rade
96
96
97
Technician: Roy Montgomery
Report Distribution:
(!) Conslxuctors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Started: 8:00a
Finished: 9:30a
Inc.
P.E.
Senior Project Engineer
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.
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