PA9702-LR 990608 IN-PLACE DENSITY Tf',STING
g901 Carpenter Frwy, Suite gl00
Dallas, Texas 75247
Date of Service: 06/02/1999 Report No.: 9915247 Report Date
06/08/1999
Client No.: COPPELL ProjectNo.: 94991118
Client: City of Coppell Project: Coppell Aquatic/Recreation Ctr
Attn: Brad Reid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppe11, Texas/P~. #96051
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc.
Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Lt brown clayey sand 16.0 113.0 -2/+2% 95%
FIELD DENSITY TESTS
TEST MfD MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
40 Grid E.5/1.5, 2nd lift 1 14.0 112.0 99
41 Grid E.5/5, 2nd lift 1 15.0 112.3 99
42 Grid D/4, 2nd lift 1 15.7 111.7 99
43 Grid B/6, 2nd lift 1 16.0 112.0 99
44 Grid R1/8, 2nd lift 1 14.8 111.9 99
45 Grid H.5/10, 2rid lift I 14.5 112.6 i00
46 Grid H.3/13.5, 2nd lift I 15.8 112.8 100
47 Grid H.8/13.8, 2nd lift I 17.7 107.6 95
Test results on this report meet project specification.
Technician: Roy Montgomery
Report Distribution:
(I) City of Coppel] (I) City ofCoppeit - Engineering
(1) BrinkIcy Sargent Architects (1) City of Coppeil - Bldg. [nsp.
(I) Turner Engineers (I) City ofCoppel] - Leisure Serv Dept Senior Project Engineer
(I) Hisaw & Associates
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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