Coppell BC3-LR001220IN-PLACE DENSITY STING
· Date of Service:
Client No.:
Client:
11/2012000
1332
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report No.: 0030307
Project No.: 94.001487
Project: Charles Schwab
217 Wrangler
Coppell, Texas
a aivision of'ffmmczn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/20/2000
Services: In-place density testing.
CONTRACTOR:
Constructors & Assoc.
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Reddish brown clayey sand
Field Test Method:
ASTM D2922
ASTM D3017
Maximum Project Requirements
Moisture % Density pcf Moisture Density
13.0 114.5 -2/+2% 95 %
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE LIFT/ M/D MOISTURE DRY DENSITY
DEPTH ELEV No. (%) (pcf)
1 Room #103-C
2 Room #104
3 Room#101-C
4 Room #103-A
5 Room #102
6" at Grade 1 11.4 110.2
6" at Grade 1 12.8 109.3
6" at Grade 1 11.0 110.4
6" at Grade 1 13.1 108.9
6" at Grade 1 11.7 111.7
Test results on this report meet project specification.
DENSITY
(% max)
96
96
96
95
98
Technician: Phil Green
Report Distribution:
(I) Conslructors & Associates
(I) City of Coppell - Constr. Iusp.
(I) City of Coppell - Bldg. Insp.
Started: 3:00p
Finished: 4:30p
ng, Inc.
Eric J. Cleveland, 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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