Gunner Sub-LR 980623 J'/ ' r C, /Enliaeerlal Ce.
~200 King Arthur Drive ...........
Dallas, Texas 75247-3510
Phone 214/631-4372 Fax 214/631-4380
TO: Mr. Mark Morris
EPI Property Development, L.P.
14990 Landmark Blvd., Suite 300
Dallas, TX 75240-6729
PROJECT
LOCATION
REI~RT NO.
June 23, 1998
St. Matin Apartments
Coppell, Texas
Site Fill~Utility Backfill
13 ST Job No. 1598-0018
RESULTS OF FIELD DENSITY TESTS
R~EST COMPAC'rl~N RELD RELD PERCENT
TEST DATE ~ TEET LOCATION TEST DENSI~ MOIS~RE OF
NO. TEST NO. ** ~F ~ SPECIFIED
NUMEE~ COMP~'rION
Depth/Lift
16/17/9E - 10" S., 60* W. from - 8" 1 99.7 17.8 100.1
114
S/W Cot. of Main Ent.
115 " - 10~ S., 55* W. from - 7' 1 100.1 18.0 100.5
S/W Cot. of Main Ent.
116 " - 10~ S., 50~ W. from - 6' 1 99.9 16.4 100.3
S/W Cot. of Main Ent.
117 - - 10" S., 45* W. from - 5" 1 100.2 17.1 100.6
S/W Cot. of Main Ent.
118 - - 10' S., 40~ W. from - 4' 1 99.2 17.6 99.6
S/W Cot. of Main Ent.
119 - - 10" S., 35* W. from - 3' 1 98.4 16.4 98.8
S/W Cot. of Main Ent.
120 - - N. Half of Pad #11 Final 1 99.4 17.6 99.8
121 - - S. Half of Pad #11 Final 3 96.0 23.9 98.8
122 - - N. Half of Pad #15 1 1 99.9 16.4 100.3
123 " - S. Half of Pad #15 1 I 100.2 16.8 100.6
TESTS PERFORMED DY: H. Manuel ~ST uZn~OOm AS,M 0 ~. O ~I?. 0 ~. 02~
REMARk: ** ~es~ ~O. 1: 99.6 13C~ @ 16.6~ mol$~ge.
Test ~o. 3: 9?.2 pcf @ 24.9% moisture.
OIST~BUT)ON /
City of Coppell - Garreth Campbell
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 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.
June 23, 1998
St. Marin Apartments
Coppell, Texas
Beltline Rd. Paving Subgrade
12 ST Job No. 1598-0018
RESULTS OF FIELD DENSITY TESTS
RETEST PERCENT
'rE. ST OF COMPAC~ON FIELD FIELD
hO. DATE TEST TEST LOCATION TEST DENSITY MOISTURE OF
NUMBER NO. 'k'k PCF % SPECIFIED
COMPACTION
113 6/16/98 - E. Bound, Left Turn Lane @ lA 116.3 12.8 95.7
Main Entrance
TESTS~R~RMEDSY: H. Manuel
REMA~: ** Contractor Proctor lA: 121.5 pcf @ 10.5% moisture.
Note: Proctor information was provided by Contractor for paving subgrade area.
TEST METHODS: ASTM D 2922,' D ~017. D 1556. D 2167
OR D 2937
DISTRIBUTION
City of Coppell - Garreth Campbell
P^O; I o~ 1
[,llaeerl,! Ce.
. .... 9200 King Arthur_Drive: :' :: . :~.: .:-
Dallas, Texas 75247-3610'
Phone 214/631-4372 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.
June 23, 1998
St. Matin Apartments
Coppall, Texas
Site Fill/Subgrade/Utility Backfill
14 ST Job No. 1598-0018
RESULTS OF FIELD DENSITY TESTS
R~EST COMPACTION ~ELO FIELD PERCENT
TEST CATE OF TEST LOCATION TEST DENSI~ MOI~flE OF
NO. TEST NO. ** ~F ~ SPECIFIED
NUMSER Depth/Lift COMPACT]ON
124 3/19/98 - 20' S., 10' W. of N/E SG I 99.4 15.8 99.8
CDr. of Main Entrance
off Beltline
Beltline Rd., E. Bnd.:
125 " - Sra. 7+50 - 4" 1 101.3 16.4 101.7
126 " - Sra. 7+50 - 3" 1 100.1 18.2 100.5
127 " - Sra. 7+50 - 2' I 99.5 17.1 99.9
128 " - Sra. 7+50 - 1' 1 100.2 16.9 100.6
Bldg. Pad Fill:
129 " - N. Half of Pad #17 1 2 92.4 23.9 95.4
130 " - S. Half of Pad #17 I 2 93.2 23.2 96.2
131 " - W. Half of Pad #18 I 1 99.6 17.6 100.0
132 " - E. Half of Pad #18 1 1 100.5 15.6 100.9
133 " - N. Half of Pad #12 I 1 101.1 18.6 101.5
134 " - S. Half of Pad %12 1 1 100.2 17.3 100.6
~ST$ PERFUMED BY: H. Manuel ~ST METHODS: ~TM D 2922. D ~17. D 155~. D
~ D2~37
REMARKS: ** Test No. 1: 99.6 pcf @ 16.6% moisture. Test No. 2: 96.9 pcf @ 24.9% moisture.
~STRIBUTION /
City of Coppall - Garreth Campbell
p~3s I o~ 2
St. Matin A~artments R~T~ 14
NO. DA~ TESTNo. * * ~ ~ SPECKED
Depth
135 6/19/9~ - Manhole off Beltline - 6~ 2 95.8 25.2 98.9
136 - - - - " - 5~ 2 96.9 24.4 100.0
137 . ..... , - 4' 1 101.5 18.2 101.9
138 " - " " " - 3~ 1 99.9 17.1 100.3
139 " - " " " - 2~ 2 94.0 25.6 97.0
140 " - " " " - 1~ 2 95.3 24.2 98.3
See Page 1.
~""'~"C,,~r'/lqimrlal Ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631~t372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 21/6819
JOB NO.: 1598--0018
DATE CAST: 6/23/98
PR~ECT: St. Marin Apartments
Coppe11, Texas
LOCA~ON: Beltline Approach, 3'
Corner
ARCHITECT~NGINEER:
15' E. of N/E
SPECIRCATION: 3600 psi
QUANTITY REPRESENTED: --
SAMPLED BY: R. Black
CONTRACTOR:
BY ORDER OF:
REPORTEDTO: EPI Property - Mark Morris
DATE: 6/30/98 ORDER NUMBER:
@ 28 days
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. iN.
FIELD NUMSER: SM6 2 3 01
MAXIMUM LOAD, LBS: 97,160
AGE WHEN TESTED, DAYS: 7
COMPRESSIVE STRENGTH, PSI: 3440
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.}
REMARKS:
ST62302
LABORATORYNUMBER 6819
SM62303 SM62304
METHO0 OF CURING: FIELD 2 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 83 °F MIX 90
TIME OF SAMPLE: 10: 05 AM/PM,
SOURCE OF CONCRETE; Site Concrete
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
°F,
6/25/98 TRANSPORTED BY
AIR CONTENT 3.8 %.
MIX CODE:
R. Black
SLUMP
PICK-UP CHARGE: X
TICKET NO.: --
UNIT WEIGHT
YIELD
YES
3 INCHES
NO
PCF
CFICY
DISTRIBU~ON:
City of Coppell - Garreth
EPI - Don Matlock (FAX)
Campbell/
TESTMETHODB: ASTM C31. C39, C143, C173, C192. C231, ORC1064
PAD; 1 o~ 1
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 21/6819
JOB NO.: I 598--001 8
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
PR~ECT: St. Marin Apartments
Coppell, Texas
LOCA~ON: Beltline Approach, 3'
Corner
ARCHITEC~ENGINEER:
15' E. of N/E
CONTRACTOR:
REPORTED TO:
EPI Property - Mark Morris
DATE:
7/21/98
6/30/98
BY ORDER OF:
ORDER NUMBER:
6/23/98
3600 psi @ 28 days
R. Black
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SO. IN. LABORATORY NUMBER
FIELD NUMBER: SN62301 ST62302 SN62303
MAXIMUM LOAD, LBS: 97,160 101 , 730 109,900
AGE WHEN TESTED, DAYS: 7 28 2 8
COMPRESSIVE STRENGTH, PSI: 34 4 0 36 0 0 3 89 0
AVERAGE STRENGTH, PSI: 3740
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Compressive strength complies with specifications.
6819
SM62304
METHOD OF CURING: FIELD 2 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 83 °F M~X 90 °P,
TIME OF SAMPLE: 10: 05 AM/PM,
SOURCE OF CONCRETE:
6/25/98 TRANSPORTED BY
AIR CONTENT 3 · 8 %,
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Site Concrete MIXOODE: --
R. Black
SLUMP
PICK-UP CHARGE: X
TICKET NO.: --
UNIT WEIGHT
YIELD
3 INCHES
YES NO
PCF
CF/CY
DISTRIBUTION:
City of Coppell - Garreth Campbell/
EPI - Don Matlock (FAX)
Site Concrete
SIGNED
TEST METHOOS: AS'TM C 31. C 39. C 143. C 173, C 192, C 231, OR C 1064
PAG; I o~ 1