PA9702-LR 990526IN-PLACE DENSITY STING
8901 Carpenter Frwy., Suite gl00
Dallas, Texas 75247
Date of Service: 05/15/1999 Report No.: 9913547 Report Date
05/26/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Atm: Bra~PReid 300 Block of Parkway Blvd
732 DeForest Coppell, Texas/Prj. 4*96051
Coppell TX 75019
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: FIisaw & 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
I Dk brown silty clay 17.5 104.0 -1/+3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (per) (% max)
Fire Lane, NW Side of Bldg.
26 Grid 90'FJ90'S, 1st lift I 20.0 102.6 99
27 Grid 75'E/90'S, 2nd lift 1 18.6 101.9 98
28 Grid 100'FJ90'S, 3rd lift 1 17.8 102.3 98
Test results on this report meet project specification.
Technician: Roy Montgomery
Report Distribution:
( 1 ) City of Coppell ( 1 ) City of Coppell - Enginecring
( I ) BrinkIcy Sargent Architects ( I ) City of Coppell -Bldg. lnsp. Paul D. Smith, P.E.
(I) Turner Engineers (1) City ofCoppell - Leisure Serv Dcpt Senior Project Engineer
(1) Hisaw & Associates
This report is exclusively for file use of the client indicated above and shall not be reproduced except in full without file written approval of HBC Engineering, Inc.
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