PA9702-LR 990720 (4)IN-PLACE DENSITY Ti STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/02/1999 Report No.: 9918094 Report Date
07/20/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co ell Project: Coppell Aquatic/Recreation Ctr
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: h-place density testing.
PROJECT DATA
CONTRACTOR: Flisaw & Assoc. Laboratory Test Method: ASTM D-698
had Test Method: ASTM I3-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M_nximum Prej ect Requi r ements
M/D No. Description Moisture % Density pd Moisture Density
I Med/dark brown clay 25.0 90.5 0/+4% 95%
(lime treated)
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pc0 (% max)
Left Turn Lane
56 E bound Parkway Blvd, Subgrade 1 20.5* 91.0 101
An asterisk (*) appears next to test results which do NOT meet the project specifications.
NOTE: Depth of lime at test location was 7.5 inches.
Technician: Roy Montgomery I'~ ~'~ering, Inc.
Rel}ort Distribution:
(1) city cfcoppen (1) city of coppen - F~eering
O) BrinkIcy Sargent Architects (1) City ofCoppen - Bld~ hsp. Paul D. Smith, P.E.
(1) Turner Engineers (1) City ofCoppeH - Leisure Serv Dept Senior Project Engineer
(1) Hisaw & Associates
This report is exchtsqvely for the use of the elirot indicated above ~md shah not be reproduced except in full wilhout the written approval of H2BC Engineering Inc.
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