St Ann Catholic-LR000608IN-PLACE DENSITY TwSTING
ENGI~,'EERLNG, LNC.
a division ofl~'-~iOI1
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/23/2000 Report No.: 0013618 Report Date
06/08/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Centex Construction ASTM D-698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maxhnum Project Requirements
l~ffD No. Description Moisture % Density pcf Moisture Density
1 Tan silty sandy clay w/gravel (lime treated) 16.0 106.0 -1/+3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (pcf) (% max)
1 See attached drawing 6" FG 1 16.8 100.7 95
2 See attached drawing 6" FG I 18.0 101.3 96
3 See attached drawing 6' FG 1 17.5 102.6 97
4 See attached drawing 6" FG I 16.8 103.1 97
5 See attached drawing 6" FG I 17.5 102.2 96
6 See attached drawing 6" FG I 18.3 101.9 96
Test results on this report meet project specification.
FG= Final Grade
Inc.
Technician: Mike Whyman Started: 4:00p Finished: 5:30p
Report Distribution:
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (l) City of Coppcll Eric J. Cleveland, P.E.
(1) City of Coppcll Senior Project Engineer
(1) Alliance Architects
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
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