Summit P1-LR 961025GEOTECI-INICAL AND G ~ O I I F~
E NVIIIONI"IENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
The Summit at the Springs
Bethel Road, West of Denton Tap
Coppell, Texas
REPORTED TO:
Baptist Foundation of Texas
c/o Fults/Oncor
9400 North Central Expressway,
5th Floor
Dallas, Texas 75231-5037
ATTN: Mr. Bruce R. Heller
REPORT NO. 7
REPORT DATE: 10-25-96
REG PROJECT NO. 2910.1
TECHNICIAN: B. Ray
CONTRACTOR: Mario Sinacola & Sons
I D-698 Dark brown silty sandy clay 15.2 104.7
2 D-698 Reddish-brown sandy clay 15.2 104.3
3 D-698 Light brown clayey sand 14.5 113.4
4 D-698 Dark brown silty clayey sand 15.0 110.0
45 10-03-96 Line A/ 4.0 103.8 15.4 2 99.5
STA 5+50(1)
46 Line A/ 3.0 107.0 14.5 4 97.3
STA 2+00(1)
47 10-10-96 Line H/ 5.0 105.7 14.5 4 96.1
STA 11+85(1)
48 Service line/ 4.5 99.8 17.2 1 95.3
Block C/Lot 9(2)
49 Main line crossing/ 2.0 104.7 16.5 1 100.0
Edmondson Drive/
15'S of
Lot 13(2)
50 Main line/ 0.5 100.2 17.1 1 95.7
Block C/Lot 12(2)
51 Line H/ 2.0 102.2 17.2 1 97.6
STA 12+10(1)
52 Main line S. of 1.5 100.6 17.2 2 96.5
Block B/Lot 35(2)
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
53 10-10-96 Line H/ 1.5 99.8 16.9 1 95.3
STA 12+70(1)
54 Line H/ 4.0 106.9 15.8 4 97.2
STA 12+85(1)
55 Line Hi 1.5 102.5 17.2 1 97.9
STA 14+00(1)
56 Line H/ 3.5 101.9 15.9 1 98.3
STA 14+10(1)
57 Service Line to 4.0 103.0 14.6 2 98.8
Block B/Lot 20(2)
60'W of main line
58 Service line to 3.0 100.4 16.1 2 96.2
Block B/Lot 20
70'W of main
line(2)
59 Main line in front 0.5 102.3 13.2 2 98.1
of Block B/
Lot 33(2)
60 Main line in front 2.0 106.3 15.8 4 96.6
Block B/Lot 29(2)
Comments: VVhere tested, materials were in compliance with project specifications.
Footnotes: (1) Test performed on sanitary sewer line backfill.
(2) Test performed on water line backfill.
Distribution: (1) Fults/Oncor/Mr. Bruce Heller
(1) Baptist Foundation/Mr. Mike Wagner
(1) Dowdey-Anderson & Associates, Inc./
Mr. Bill Anderson
(1) Mario Sinacola & Sons/
Mr. Charles Adams
~'~) City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
RFR/msm