PA9702-LR 990506IN-PLACE DENSITY STING
8901 Car~nter Frwy., Suite #100
Dallas, Texas 7S247
Date of Service: 04/30/1999 Report No.: 9912175 Report Date
05/06/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~Reid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. ~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:
Maximm Project Requirements
M/D No. Description Mo'tsture % Density pcf Moisture Densay
I Dk to reed brown silty clay 17.5 101,5 +3% or above 92%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcf) (% max)
Moisture Conditioned
20 Building Pad, Grid line D.8/1.5, 3rd lift I 21.3 96.7 95
21 Building Pad, Grid line D/I, 4th lift 1 22.1 98.1 97
22 Building Pad, Grid line D/I.8, 5th lift 1 21.8 97.6 96
23 Building Pad, Grid line E.5/7, 3rd lift I 20.8 94.9 94
24 Building Pad, Grid line E/6, 4th lift I 20.6 96. i 95
25 Building Pad, Grid line FJ5, 5th lift I 21.4 95.3 94
Test results on this report meet project specification.
Technician: Roy Montgomery ~ l~ng, Inc.
Report Distribution:
(1) City of Coppell (I) City of Coppell - Engineering
(1) BrinkIcy Sargent Architects (I) City ofCoppell - Bldg. lnsp. Paul D. Smith, P.E.
( I ) Turner Engineers ( I ) City of Coppell - Leisure Serv Dept Senior Project Engineer
( 1 ) 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.
07SS Page 1 of I