Gunner Sub-LR 980702[nglaeerlng Ce.
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 2 ! 4/63 !-4372 Fax 214/631-4380
TO:
Mr. Mark Morris
EPI Property Development, L.P.
14990 Landmark Blvd., Suite 300
Dallas, TX 75240-6729
PROJECT
LOCATION
REPORT NO.
July 2, 1998
St. Marin Apartments
Coppell, Texas
Apartment Pad Development/Site
Fill/Utility Backfill
22 ST Job No. 1598-0018
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
TEST OF COMPACTION FIELD FIELD
NO. DATE TEST TEST LOCA~ON TEST DENSI~ MOIS~RE OF
NUMBER Lift/ NO. ** i PCF % SPECIFIED
COMPAC~ON
Depth
144 6/26/9E - W. Approach, 5' S. of SG 2 97.2 23.5 95.1
Beltline Rd.
145 " - Line E, Sta. 3+00 - 4' 1 99.2 17.1 99.6
146 " - Line E, Sra. 3+00 - 3' 1 99.9 16.4 100.3
147 " - Line E, Sra. 3+00 - 2' 1 100.2 16.9 100.6
148 " - Line E, Sta. 3+00 - 1' 1 100.4 15.8 100.8
149 " - Line E, Sta. 3+00 SG 1 96.4 17.4 96.8
150 " - Line D, Sta. 3+20 - 4' 1 98.4 17.4 98.8
151 " - Line D, Sta. 3+20 - 3' 1 99.2 16.5 99.6
152 " - Line D, Sra. 3+20 - 2' 1 96.4 16.6 96.8
153 " - Line D, Sta. 3+20 - 1' 1 101.3 16.1 101.7
154 " - Line D, Sta. 3+20 SG 1 100.2 16.9 100.6
155 " - N. Half of Pad #17 FG 3 93.9 23.4 96.6
156 " - S. Half of Pad #17 FG 3 94.1 24.4 96.8
157 " - E. Half of Pad #18 2 3 97.2 26.1 100.0
158 " - E. Half of Pad #18 FG 3 96.5 25.0 99.3
159 " - W. Half of Pad #18 2 3 94.2 24.1 96.9
!60 " - W Half ~ ~=~ ~!8 FG ~ q~.R ~.9 96.5
TESTS PERFORMED BY; H. Manuel
REMARKS: SG = S~bgrade
FG = Final Grade
** Test No. 99.6 pcf @ 16.6% moisture.
Test No. 96.9 pcf @ 24.9% moisture.
Test No. 97.2 pcf @ 24.9% moisture.
DISTRIBUTION
City of Coppell - Garreth Campbell/
EPI - Don Matlock (FAX)
TEST METHODS: ASTM D 2922. O 3017. D 1656. O 2167
OR D 2937
.AGE I oF I