Belt Line Trade-LR060616
REED EnGinEERinG
GEOTECHNICAL AND G R Cl U F'
ENVIRONMENTAL CONSUL TANTS
REPORT OF FIELD GRADATION TESTS
Belt Line Trade Center Building A
500 E. Belt Line Road
Coppell, Texas
REPORTED TO: 101
5420 LBj Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
CONTRACTOR: Raymond Construction
Sieve Size
1-3/4"
Date
05-31-06
S ecification
Percent Passin % Sieve Size
100 #4
Location
Bldg Pad: 150'8, 69'W of N.E. building corner
Bldg Pad: 150'S, 138'W of N.E. building corner
Bldg Pad: 150'S, 207'W of N. E. building corner
Bldg Pad: 150'S, 276'W of N.E. building corner
Bldg Pad: 150'S, 345'W of N.E. building corner
Bldg Pad: 150'S, 414'W of N.E. building corner
Bldg Pad: 150'S, 483'W of N.E. building corner
Bldg Pad: 150'S, 552'W of N.E. building corner
Bldg Pad: 150'S, 621'W of N.E. building corner
Bldg Pad: 150'S, 690'W of N.E. building corner
Bldg Pad: 150'S, 759'W of N.E. building corner
Bldg Pad: 150'S, 828'W of N.E. building corner
Bldg Pad: 150'8, 897'W of N.E. building corner
Bldg Pad: 150'8, 966'W of N.E. building corner
Bldg Pad: 150'8, 1035'W of N.E. building corner
Bldg Pad: 150'S, 11 04'W of N.E. building corner
Bldg Pad: 150'S, 1173'W of N.E. building corner
Bid Pad: 150'S, 1242'W of N.E. buildin corner
Mail
Distribution: (1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
REPORT NO. 19
REPORT DATE: 06-16-06
REG PROJECT NO. 13335
TECHNICIAN: G. Green
PAGE: 1 of 1
Percent Passin
60
Passing
1-3/4" Sieve
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
Submitted by:
Passing
#4 Sieve
66
68
67
66
67
67
66
62
65
64
66
67
68
63
65
66
64
67
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BW/cn
2424 STUTZ DR . SUITE 400 . DALLAS. TX 75235 . TEL (214) 350 5600 . FAX (214) 350 0019
REED EnGinEERinG
GEOTECHNICAL AND G R Cl U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Belt Line Trade Center Building A
500 E. Belt Line Road
Coppell,Texas
REPORTED TO: 101
5420 LBj Freeway, Suite 1275
Dallas, Texas 75240
A TTN: Mr. Chris Parnell
REPORT NO. 20
REPORT DATE: 06-16-06
REG PROJECT NO. 13335
TECHNICIAN: G. Green
PAGE: 1 of 1
CONTRACTOR: Raymond Construction
Proctor
No.
1
2
3
4
5
ASTM
Standard
0-698
0-698
D-698
0-698
0-698
Descri tion
Dark red & gray clay
Orange & gray sandy clay
Tan & gray sandy clay
Dark brown & gray clay
Light brown & gray clay w/calcareous
nodules
Optimum
Moisture, %
18.6
16.4
10.9
20.6
21.2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (DCt) (%) 10 Level (%)
304 05-31-06 Storm Line A: ST A 5+50 1.0 112.4 12.3 3 96.2
305 Storm Line A: ST A 5+50 0.0 97.6 19.9 1 96.6
306 Storm Line A: STA 7+00 1.0 112.9 11.7 3 96.6
307 Storm Line A: STA 7+00 0.0 97.8 19.7 1 96.8
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BW /cn
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019