PA9702-LR 990602 (2)IN-PLACE DENSITY ESTING
ENGINF. F_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/24/1999 Report No.: 9914354 Report Date
06/02/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co ell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~eid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: In-place density testing.
PROJECT DATA
cor,rrP, Acxon: Hisaw & Assoc. Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D-3017
ASTM D-2922
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture DeasRy
1 Light brown/tan clayey sand 16.0 113.5 -2/+2% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pal) (% max)
Building Pad
35 Select fill, Grid line E.5/6, 1st lift I 14.2 109.2 96
36 Select fill, Grid line E.5/1, 1st lift 1 14.3 109.4 96
37 Select fill, Grid line A.5/3, 1st lift I 15.6 110.9 98
38 Select fill, Grid line H.5/13, 1st lift 1 15.0 110.3 97
39 Select fill, Grid line 10.5/H.8, 1st lift 1 14.7 110.0 97
Test results on this report meet project specification.
I'~En~g, Inc.
Technician: Roy Montgomery
Report Distribution:
( 1 ) City of Coppoll ( 1 ) City of Copp~ll - Engineering
(l) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. lnsp. Paul D. Smith, P.E.
(1) Turner Engineers (1) City of Copp~ll - Leisure Serv Dept Senior Project Engineer
(1) Hisaw & Associates
This repo~ is exclusively for the use of the client indicated above and shall not ha reproduced except in full without the written approval ot~ HBC Engineering, fuc.
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