Alford Media-LR 971125 GEOTECHNICAL AND
ENVIRONI"IENTAL CONSULTANTS
I
REPORT OF FIELD DENSITY TESTS
Alford Media
State Road
Coppell, Texas
REPORTED TO:
Bullard Construction
P.O. Box 585
Addison, Texas 75244
ATTN: Mr. Ron Pearson
REPORT NO. 5
REG PROJECT NO. 3855
REPORT DATE: 11-25-97
TECHNICIAN: K. Neal
PAGE: 1 of 1
CONTRACTOR: Bullard Construction
:;;;;:::........,..:.:.:..: ........ ....................,...,.,..........,.......... .................................. : : :::::::::::::::::::::::::::: .......................... . .....................................
1 D-698 Reddish brown & yellowish brown 17.0 102.0
clayey sand
2 D-698 Light brown & brown silty sand 11.0 114.0
3 D-698 Light brown clay w/limestone 16.0 108.5
fragments
8 10-28-97 Paving: 50'N,40'W(1) 2.8 110.0 14.0 1 96.5
9 Paving: 80'N,40'W(1 ) 2.8 112.0 12.1 1 98.2
10 Paving: 550'N,5'E(2) 3.2 111.0 13.3 1 97.4
11 Paving: 5'S,25'E(2) 4.2 109.0 13.5 1 95.6
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.W. building corner.
(2) Measurements referenced from N.E. building corner.
Distribution:
(1) Bullard Construction/
Mr. Ron Pearson
(1) Alford Media/Mr. Tom Alford and
Mr. Steve Alford
(1) Batten Architects/Mr. Mike Batten
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
AE/sa
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND C~ J~J C~ LJ ~
ENVIRONPIENTAL CONSULTANTS
REPORTED TO:
REPORT OF FIELD DENSITY TESTS
Alford Media
State Road
Coppell, Texas
Bullard Construction
P.O. Box 585
Addison, Texas 75244
ATTN: Mr. Ron Pearson
CONTRACTOR: Bullard Construction
REPORT NO. 4
REG PROJECT NO. 3855
REPORT DATE: 11-25-97
TECHNICIAN: K. Neal
PAGE: 1 of 1
1 D-698 Reddish brown & yellowish brown clayey sand 17.0 102.0
2 D-698 Light brown & brown silty sand 11.0 114.0
3 D-698 Light brown clay w/limestone fragments 16,0 108.5
1 10-27-97 Bldg. Pad: 25'S, 10'W (1) 1.7 103.0 18.6 3 95.0
2 Bldg. Pad: 50'S, 25'E (2) 0.6 102.8 18.7 3 95.0
3 Bldg. Pad: 25'E, 20'S (2) 1.7 98.5 17.8 2 96.6
4 Paving: 80'N, 40'W (2) 3.6 107.9 13.7 1 95.0
5 Paving: 50'N, 40'E (2) 3.6 108.0 14.0 1 95.0
6 Paving: 50'N, 5'E (1) 4.0 103.0 18.5 3 95.0
7 Paving: 3'S, 25'E (1) 5.0 108.4 15.0 1 95.1
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced of N.E. building corner.
(2) Measurements referenced of N.W. building corner.
Distribution:
(1) Bullard Construction/
Mr. Ron Pearson
(1) Alford Media/Mr. Tom Alford and
Mr. Steve Alford
(1) Batten Architects/Mr. Mike Batten
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
KEA/sa
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019