St Ann Catholic-LR000621IN-PLACE DENSITY TE STING
a division of~l'f-d~t~l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/14/2000 Report No.: 0015607 Report Date
06/21/2000
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:
Maximum Project Requirements
MfD No. Description Moisture % Density pcf Moisture Density
1 Med brown silty clay w/sand & gravel 18.5 101.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST PROBE LIFT/ gift) MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. (%) (pcf) ( % max)
7 Additional S head-in Parking, 45' W of E 6" at Grade I 18.1 96.5 95
end
8 Additional E head-in Parking, 110' N of S 6" at Grade I 18.8 96.5 95
end
9 Additional E head-in Parking, 45' S of N 6" at Grade 1 20.5 99.4 98
end
Test results on this report meet project specification.
Technician: Phil Green Started: 11:30a Finished: 12:30p ~neering, Inc.
Report Distribution:
(I) St. Ann's Cathofic Community (1) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell ~ Eric J. Cleveland, P.E.
(1) City of Coppell Senior Project Engineer
(1) Alliance Architects
This report is exclusively for thc 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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