Coppell Bible-LR030109 GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD ~T_ESTS
~--~---C-~l Bible ~
751 Sandy Lake Road
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. Tony Scorsone
CONTRACTOR: EMJ Corporation
REPORT NO. 13
REPORT DATE: 01-09-03
REG PROJECT NO. 9674
TECHNICIAN: P. Butler
PAGE: 1 of 1
Proctor[ ASTMI I Optimum Maximum
No. Standard Description Moisture, % Density, 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 Light red clayey sand "select" 13.0 112.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
50 12-18-02 Fire lane: 20'S, 50'E(1) 0.0 105.1 19.5 3 100.0
51 Fire lane: 110'N, 45'E(1) 0.0 103.9 19.3 3 98.9
52 Fire lane: 250'N, 50'E(1) 0.0 103.2 19.0 3 98.2
53 Approach: 450'N, 60'W(1) 0.0 102.8 21.7 3 97.9
54 Paving: 45'N, 60'W(1) 0.0 104.0 19.6 3 99.0
55 Paving: 100'N, 60'W(1) 0.0 104.5 20.3 3 99.5
56 Paving: 50'S, 40'E(2) 0.0 103.2 21.2 3 98.3
57 Paving: 100'S, 65'W(2) 0.0 103.5 20.7 3 98.5
58 Paving: 40'S, 70'W(2) 0.0 103.9 20.1 3 98.5
59 Paving: 90'S, 10'W(2) 0.0 104.2 20.4 3 99.2
60 Paving: 15'N, 15'W(1) 0.0 103.6 20.2 3 98.6
61 Paving: 80'N, 20'W(1) 0.0 103.1 21.0 3 98.1
62 Fire lane: 325'N, 50'E(1) 0.0 104.0 19.5 3 99.0
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
Mail
Distribution:
(1) Measurements referenced from NE. building corner.
(2) Measurements referenced from S.E. building corner.
(1) EMJ Corporation/Mr. Tony Scorsone
(1) City of Coppell/Mr. Garreth Campbell
(1) Clark Electrical Construction/
Mr. David Patterson
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT.
BW/cn
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 o FAX [214] 3500019
GEOTECHNICAL AND E~i ~ I'--I I I p
ENVIRONMENTAL CONSULTANTS
STE~~~~~TION
751 Sandy Lake Road
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. Tony Scorsone
CONTRACTOR: EMJ Corporation
[ Items Observed:
REPORT NO. 14
REPORT DATE: 01-09-03
REG PROJECT NO. 9674
DATE OBSERVED: 12-19-02
TECHNICIAN: F. Thornton
PAGE: 1 of 1
Paving: Beginning 40'N, 25'E of N.E. building corner.
Extending 25'E and 300'N.
Reference Plans or Notes Used: ] Sheet S-3207
[List Deviations Noted:
]1) Some steel bent in various locations.
2) Subgrade was wet in certain locations.
The noted deviations were reported to: Superintendent
~-~----~The noted deviations were corrected.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
Mail
Distribution:
(1) EMJ Corporation/Mr. Tony Scorsone
(1) City of Coppell/Mr. Garreth Campbell
(1) Clark Electrical Construction/
Mr. David Patterson
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Ronald F. Reed, P.E.
KENcn
2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 · ~'EL {214] 3505600 · F^X [214] 3500019