Coppell Bible-LR021211REED EI--IG I I-IEERIf'1G
G EOTECHNICAL AND G F~ O LJ P
ENVIRONMENTAL CONSULTANTS
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REPORT OF FIELD- Y TESTS
Pell Bible Fellowshi
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. John Glenn
REPORT NO. 2
REPORT DATE: 12-11-02
REG PROJECT NO. 9674
TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: EMJ Corporation
Proctor ASTM Optimum Maximum
No. Standard Descri tion Moisture, % Densi , PCF
1 D-698 Red sandy clay 22.3 98.0
2 D-698 Reddish brown sandy clay 18.0 104.6
3 D-698 Yellow brown sandy clay 18.9 105.0
4 D-698 Li ht red cla a sand "select" 13.0 112.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % ID Level %)
19 11-27-02 Water Line: 75'S, 40'E(1) 2.0 99.5 20.8 2 95.1
20 Water Line: 140'S, 35'W(1) 2.0 101.0 18.7 2 96.5
21 Bldg Pad: 35'S, 25'W(2) 5.5 97.3 22.1 3 92.6
22 Bldg Pad: 15'S, 110'W(2) 5.5 100.8 21.7 2 96.3
23 Water Line: 410'N, 30'E(2) 1.0 101.3 20.3 2 96.8
24 Water Line: 410'N, 30'E(2) 0.0 99.6 21.5 2 95.2
25 Storm Line A: STA 0+50 0.0 100.4 20.8 2 95.9
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.W. corner of proposed pad.
(2) Measurements referenced from N.E. corner of proposed pad.
Mail Submitted by:
Distribution: (1) EMJ CorporationlMr. John Glenn
(1) City of Coppell/Mr. Garreth Campbell REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 reL [214] 350 5600 Fnx [214] 350 0019
FaEEa EI-lGIr1EERII-lG
GEOTECHNICAL AND G Fa O U P
ENVIRONMENTAL CONSULTANTS
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REPORT OF REINFORCING
,STEEL PLACEi>AEALLQBSERVATION
Bible Fel
751 Sandy Lake~i
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. John Glenn
REPORT NO. 3
REPORT DATE: 12-11-02
REG PROJECT NO. 9674
DATE OBSERVED: 12-05-02
TECHNICIAN: R. Bullion
PAGE: 1 of 1
CONTRACTOR: EMJ Corporation
Items Observed: Headwall: South of Sandy Lake.
Reference Plans or Notes Used: City of Coppell
Ox There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail Submitted by:
Distribution: (1) EMJ Corporation/Mr. John Glenn
(1) City of Coppell/Mr. Garreth Campbell REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald F. Reed, P.E.
BW/cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 rFi [214] 350 5600 FA% [214] 350 0019