PA9702-LR 990602 (4)IN-PLACE DENSITY -ESTING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/20/1999 Report No.: 9914064 Report Date
06/02/1999
Client No.: COPPELL ProjectNo.: 94991118
Client: City of Coppell Project: CoppellAquatic/RecreationCtr
Attn: Brad Reid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~g)6051
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc.
Laboratory Test Method: AS'F~/[ 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 Dark brown silly clay 17.5 104.0 - 1/+3% 95 %
2 Dark to med brown silly clay 17.5 101.5 +3% or above 93%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcl) (% max)
Fire Lane N. of Building
29 1st lift, 230' E/15' S 1 18.9 101.6 98
30 1st lift, 225' E/30' S 1 16.5 102.7 99
31 1st lift, 420' E/90' S 1 18.7 100.4 97
Subgrade under pool area
32 Final lift, Grid line H.8/12 2 20.5 98.6 97
Test results on this report meet project specification.
Technician: Roy Montgomery ~[]C Enidrig, Inc.
Report Distribution:
(1) City of Coppell (I) City ofCoppell - Engineering
(1) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. Insp. Paul D. Smith, P.E.
(I) Turner Engineers (1) City ofCoppcll - 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 bf HBC Engineering, Inc.
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