Town Center BP-LR001026 IN-PLACE DENSITY !;STING Fir
ENGINEERING,INC.
a division of irerracan
8901 Carpenter Frwy.,Suite#100
Dallas,Texas 75247
Date of Service: 10/20/2000 Report No.: 0027507 Report Date
Client No.: 2696 Project No.: 94001422 10/26/2000
Client: Excel Group, Inc. Project: Town Center Business Park
Attn: Bryan Peck 205 West Parkway Blvd
2639 Walnut Hill Ln #218
Dallas TX 75229 Coppell, Texas
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Excel • ASTM D-698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture% Density pcf Moisture Density
1 Lt. brown silty clayey sand 14.5 113.5 -2/+2% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (pcf) (%max)
Building Pad
5 33'W of E, 28'N of S 6" 1st 1 12.8 107.9 95
6 45'W of E, 12'N of S 6" 1st 1 13.2 108.3 95
7 18'WofE, 9'NofS 6" 1st 1 14.9 108.1 95
8 21'WofE, 30'NofS 6" 1st 1 14.7 107.6 95
9 9'WofE, 12'NofS 6" 2nd 1 12.5 108.7 96
10 21'WofE, 28'NofS 6" 2nd 1 12.8 110.2 97
11 35'W of E, 15'N of S 6" 2nd 1 13.6 109.8 97
12 39'W of E, 35'N of S 6" 2nd 1 12.7 109.0 96
Test results on this report meet project specification.
Second Trip: 3 :00 p.m. to 4:00 p.m.
Field Results Reported To: Contractor L i
Technician: Roy Montgomery Started: 6:30a Finished: 8:OOa
I- n'� g, „,C.
Report Distribution:
(1)Excel Group,Inc.
(I)City of Coppell-Engr Dept ric J. Cleveland,P.E.
(1)City of Coppell-Bldg Insp 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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