Coppell Bible-LR030110REEL] EI-IG I f1EEF~Ir-1G
GEOTECHNICAL AND G F~ O LI P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Coppell Bible Fellowship
751 Sandy Lake Road
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. Tony Scorsone
REPORT NO. 19
REPORT DATE: 01-10-03
REG PROJECT NO. 9674
TECHNICIAN: T. Pickens
PAGE: 1 of 1
CONTRACTOR: EMJ Corporation
Proctor ASTM Optimum Maximum
No. Standard Descri tion Moisture, % Densit , 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) cf % ID Level
67 01-03-03 Paving: 50'N, 10'W(1) 0.0 101.5 20.8 3 96.7
68 Paving: 190'N, 10'W(1) 0.0 102.0 21.6 3 97.1
69 Paving: 190'N, 90'W(1) 0.0 105.6 18.9 3 100.6
70 Paving: 50'N, 90'W(1) 0.0 101.7 19.1 3 96.9
71 Paving: 80'S, 10'W(2) 0.0 103.6 19.4 3 98.7
72 Paving: 80'S, 50'W(2) 0.0 101.4 20.0 3 96.5
73 Paving: 80'S, 80'W(2) 0.0 104.3 18.6 3 99.3
74 Pavin : 80'S, 110'W 2 0.0 100.9 18.4 3 96.0
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. building corner.
(2) Measurements referenced from S.E. building corner.
Mail Submitted by:
Distribution: (1) EMJ Corporation/Mr. Tony Scorsone
(1) City of Coppell/Mr. Garreth Campbell REED ENGINEERING GROUP, LTD.
(1) Clark Electrical Construction/
Mr. David Patterson Original Signed By
Keith E. Atkins
Manager, CMT
KEA/cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 lei [214] 350 5600 Fnx [214] 350 0019
R EE L7 E f-7 C-. I I-I E E F~ If1 G
GEOTECHNICAL AND i G R O IJ P
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Coppell Bible Fellowship
751 Sandy Lake Road
Coppell, Texas
REPORTED TO: EMJ Corporation
1303 Walnut Hill Lane, Suite 130
Irving, Texas 75038
ATTN: Mr. Tony Scorsone
REPORT NO. 22
REPORT DATE: 01-10-03
REG PROJECT NO. 9674
DATE OBSERVED: 01-06-03
TECHNICIAN: H. Johnson
PAGE: 1 of 1
CONTRACTOR: EMJ Corporation
Items Observed: Paving: 0 to 90'S and 0 to 135'E of the S.W. building
corner and 0 to 150'N and 0 to 90'E of the N.W. building
corner.
Reference Plans or Notes Used: Sheet 9
xOThere 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. Tony Scorsone
(1) City of Coppell/Mr. Garreth Campbell REED ENGINEERING GROUP, LTD.
(1) Clark Electrical Construction/
Mr. David Patterson Original Signed By
Ronald F. Reed, P.E.
KEA/cn
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 rep [214] 350 5600 Fax 1214] 350 0019