Gunner Sub-LR 980709 ifllJneBriflg Ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
July 9, 1998
TO: Mr. Mark Morris RR~ECT St. Marin Apartments/~q~ Fh-'~-
EPI Property Development, L.P.
14990 Landmark Blvd., Suite 300 Coppell, Texas
[~AT,ON Utility Backfill, 8" Sanitary Sewer
Dallas, TX 75240-6729
REPORTNO. 24 ST Job NO. 1598-0018
RESULTS OF FIELD DENSITY TESTS
RETEST
TEST CF COYPA;-~ON FIELD FIE:.D FERSENT
r~ TEST LOCATIO~ .... D ENSI ,'T'Y MOISTURE OF
40 ~,TE TEST '
N ;.I,'.t .~ E R NO. PCF ~ S~:ECIFIED
Depth CC~'.'~^CT~CW
169 i7/2/98 -- Line D Sta. 11+20 - 4' 1 100.2 17.2 100.6
170 " - Line D Sra. 11+20 - 3' 2 95.2 26.7 98.2
171 " - Line D Sta. 11+20 - 2' 1 98.3 18.2 98.7
172 " - Line D Sta. 11+20 - 1 ' 2 95.4 23.6 98.4
173 " - Line D Sta. 11+20 SG 2 95.8 26.0 98.9
174 " - Line D Sta. 13+20 - 4' 2 93.1 26.6 96.1
175 " - Line D Sra. 13+20 - 3' 2 93.7 24.2 96.7
176 " - Line D Sra. 13+20 - 2' 2 94.1 24.9 97.1
177 " - Line D Sta. 13+20 - 1 ' 2 95.1 23.3 98.1
178 " - Line D Sta. 13+20 SG 2 94.5 24.2 97.5
179 " - Line H Sta. 1+64 - 2' 2 92.1 25.3 95.0
180 " - Line H Sta. 1+64 - 1' 2 93.5 25.6 96.5
181 " - Line H Sta. 1+64 SG 1 98.7 19.4 99.1
182 " - Line H Sta. 3+62 - 2' 2 93.9 26.0 96.9
183 " - Line H Sra. 3+62 - 1' 2 94.4 25.4 97.4
184 " - Line H Sra. 3+62 SG 1 96.3 i7.5 96.7
185 " - Line H Sta. 5+88 - 2' 2 93.1 24.3 96.1
TESTS FERFCRMED BY: H. Manuel TEST METHODS: ASTM D 29~. D 317. D 1556. D 2167
OR D ~37
REUAR~S: SG = Subgrade
** Test No. 1: 99.6 pcf @ 16.6% moisture.
Test No. 2: 96.9 pcf @ 24.9% moisture.
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
PAGE 10F._.~.2
P~O~¢T St. Matin Apartments Rm~OR?~O. '-24
·RESULTS OF FIELD'DENSITY TESTS
R-=';'E. ST COMPACTION ~ EI...9
TEST I~ A';"~ OF TEST LOCATION TEST D E.NS. ,";'Y MOIS~RE OF
$~EC~Fi, ED
NO. 'I~$T NO. ** PCF
C.Q.M.=ACTIO N
NU~'~='R Depth
186 7/2/98 - Line H, Sra. 5+88 - 1' 2 94.3 26.5 97.3
187 " - Line H, Sta. 5+88 SG 1 100.6 18.5 101.0
See Page I.
F^.~E ? o.~
"x C',41r2 Enllaeerlnl
9200 King Adhur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
TO:
July 9, 1998
Mr. Mark Morris
EPI Property Development, L.P.
14990 Landmark Blvd., Suite 300
Dallas, TX 75240-6729
PROJECT
LOCATION
St. Matin Apartments
Coppell, Texas
Utility Backfill, 8" Water Line
REPORTNO. 26 ST Job No. 1598-0018
RESULTS OF FIELD DENSITY TESTS
RETEST t PERCENT
TEST OF COMPACTION FIELD FIELD
NO. DATE TEST TEST LOCATION TEST DENSITY MOISTURE OF
NUMBER NO. ** PCF % SPECIFIED
l Depth COMPACTION
188 7/8/98 -- Sra. 2+00, C/L FG 1 94.9 23.0 97.9
189 " - Sra. 2+30, C/L - 1' 2 95.6 20.7* 95.9
190 " - Sra. 4+00, C/L FG 1 96.8 17.6 97.1
191 " - Sra. 4+30, C/L - 1' 2 94.2 24.4 97.2
TESTS PERFORMED BY: J. Moreland
REMARKS: FG = Final Grade
* Indicates the moisture and/or density does not
meet the required specifications.
** Test No. 1: 99.6 pcf @ 16.6% moisture.
Test No. 2: 96.9 pcf @ 24.9% moisture.
DIS~IBUTION
City of Coppell - Garreth Campbell
EPI - Don Matlock (FAX)
TEST METHODS: ASTM D 2922. D 3017. D 1556. D 2167
OR D 2937
SIGNED
P^o~ I o~ 1