Minyard Site-LR080414
REED EnGinEERinG
GEOTECHNICAL AND G R CI LJ P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
A TTN: Mr. Roger Dahlin
CONTRACTOR: C.F. Jordan
Proctor
No.
1
2
3
4
ASTM
Standard
0-698
0-698
0-698
0-698
REPORT NO. 7
REPORT DATE: 04-14-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gazley
PAGE: 1 of 2
Descri tion
Brown & yellow sandy clay
Brown & yellow clay
Oark brown clay
Yellowish brown cia w/calcareous nodules
Test
No. Date Location
41 03-25-08 Paving: 80'S, 30'W(1)
42 Paving: 85'S, 160'W(1)
43 03-26-08 Paving: 350'S, 70'E(2)
44 Paving: 11 O'S, 115'E(2)
45 Paving: 200'S, 80'E(2)
46 Paving: 260'S, 100'E(2)
47 Paving: 300'S, 90'E(2)
48 Bldg Pad C: Line 0-1.2
49 Bldg Pad C: Line 0.1-3.3
50 Bldg Pad C: Line 0.3-4.2
51 Bldg Pad C: Line D-6
52 Bldg Pad C: Line 0.2-7.9
53 Bldg Pad C: Line 0.1-9.8
54 Bldg Pad C: Line D-11.1
55 Bldg Pad C: Line 0.2-12.4
56 03-27-08 Bldg Pad C: Line 5.8-A.5
57 Bldg Pad C: Line 4.5-A.5
58 Bldg Pad C: Line 2.5-A.5
59 Bldg Pad C: Line 1.2-A.2
60 Bldg Pad C: Line 1.2-C
61 Bldg Pad C: Line 3-C
62 Bldg Pad C: Line 4.2-C
63 Bldg Pad C: Line 6.1-C
64 Bid Pad C: Line 7.6-C
Depth
Below
Final S. G.
feet
3.0
3.0
1.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Field
Density
c
86.8
90.9
99.5
94.4
99.2
98.7
99.4
101.7
92.2
96.0
92.3
94.8
93.3
95.2
94.7
88.1
92.1
93.4
97.0
92.2
94.5
102.5
102.8
103.7
Field
Moisture
%
30.5
28.9
23.6
25.3
24.1
23.4
22.1
21.3
25.9
24.8
25.5
24.8
25.1
24.9
24.9
30.9
26.7
26.2
25.2
26.0
26.0
21.8
20.0
19.8
Optimum
Moisture, %
19.9
17.6
22.8
28.7
Proctor
10
4
4
1
3
1
1
1
2
3
3
3
3
3
3
3
4
3
3
1
3
3
2
2
2
Compaction
Level %
95.1
99.6
96.0
95.4
95.8
95.3
95.9
95.0
93.1
97.0
93.2
95.8
94.2
96.2
95.7
96.5
93.0
94.3
93.6
93.1
95.5
95.8
96.1
96.9
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214J 3505600 . FAX [214] 3500019
REPORT NO. 7
REPORT DATE: 04-14-08
REG PROJECT NO. 15324
PAGE: 2 of 2
Test
No. Date Location
65 03-27 -08 Bldg Pad C: Line 9-C
66 Bldg Pad C: Line 10.5-C
67 Bldg Pad C: Line 12.2-C
68 Bldg Pad C: Line 10-A.5
69 Bldg Pad C: Line 11.7-A.5
70 Bid Pad C: Line 12.5-A.5
Depth
Below
Final S. G.
feet
3.0
3.0
3.0
3.0
3.0
3.0
Field
Density
c
92.5
93.8
103.8
87.8
95.5
96.0
Proctor
ID
3
3
2
4
1
1
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.W. corner of Building C.
(2) Measurements referenced from N.E. corner of Building A.
Mail
Distribution: (1) KTR CoppeIl/LLC/Mr. Matthew Taylor
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associatesl
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associatesl
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
Compaction
Level %
93.4
94.7
97.0
96.2
92.2
92.7
REED ENGINEERING GROUP, LTD.
~ iJ4.,c~
Bill Woolwine
Sr. Manager, CMT
BW/ds