PA9702-LR 990915 (2)IN-PLACE DENSITY STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/30/1999 Report No.: 9923542 Report Date
09/15/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Coppell Project: CoppellAquatie/RecreationCtr
Attn: Brad Reid 300 Block of parkway Blvd
732 DeForest
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:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lt 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. (%) (pcl) ('Yo max)
Grade Beam Backfill
67 Grid line H.8/9, Final lift 1 14.0 107.9 95
68 Grid line H.6/8.5, Final lift 1 14.2 107.5 95
69 Grid line H.3/8, Final lift 1 14.3 107.5 95
70 Grid line H.4/13.5, Final lift 1 14.0 108.1 95
71 Grid line H.5/14, Final lift 1 14.2 107.8 95
72 Grid line H.5/11, Final lift l 14.7 108.4 96
Test results on this report meet project specification.
Technician: Roy Montgomery ~ ~ing, Inc.
Report Distribution:
(I) City of Coppcll I I ) City ot'Copl~cll Engineering
(I)BrinkleySargentArchitects (l)CityofCoppcll Bldg. lnsp, PaulD. Smith, P.E.
(I) Turner Engineers / I ) City of Coppcll Leisure Serv Dept SeniOr Project Engineer
(I) Hisaw & Associates
This report is exclusively li3r the use of the client inchcared abm c and shall not be reproduced except m li~ll willlout the written approval of HBC Engineering, Inc.
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