Minyard Site-LR081119
Proctor ASTM Optimum
No. Standard Descri tion Moisture %
1 0-698 Brown & yellow sandy clay 19.9
2 0-698 Brown & yellow clay 17.6
3 0-698 Dark brown clay 22.8
4 0-698 Yellowish brown clay w/calcareous nodules 28.7
5 0-698 Dark brown clay 19.4
6 0-698 Yellowish brown clay w/limestone 22.8
fragments
7 0-698 Brown clay w/some gravel & limestone 24.0 100.5
fragments
8 0-698 Dark brown clay 21.9 98.2
9 0-698 Brown clay (lime-treated) 20.1 99.2
10 0-698 Reddish brown clayey sand (imported) 14.0 114.8
11 0-698 Dark brown clay (lime-treated) 26.4 92.2
12 0-698 Dark brown clay (lime-treated) 19.7 104.4
13 0-698 Rec cled concrete 15.4 115.1
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % 10 Level %
833 10-27-08 Bldg Pad B: 20'S, 1'W(1) 0.0 96.2 24.9 3 97.1
834 Bldg Pad B: 11 O'S, 1 W(1) 0.0 95.3 24.7 3 96.2
835 Bldg Pad B: 200'S, 1'W(1) 0.0 94.7 23.6 3 95.6
836 Bldg Pad B: 310'S, 1W(1) 0.0 94.5 25.1 3 95.4
837 Bldg Pad B: 409'S, 1 W(1) 0.0 95.1 24.5 3 96.0
838 Bldg Pad B: 200'N, 1'W(1) 0.0 95.8 25.2 3 96.7
839 Bldg Pad B: 98'N, 1'W(2) 0.0 94.4 25.8 3 95.3
840 Bldg Pad B: 1 'N, 30'W(2) 0.0 94.3 25.3 3 95.2
841 Bldg Pad B: 1 'N, 115'W(2) 0.0 95.7 24.9 3 96.6
842 Bldg Pad B: 1'N, 15'E(3) 0.0 96.0 23.6 3 96.9
843 Bid Pad B: 21'N, 1'E 3 0.0 95.3 24.5 3 96.2
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
ATTN: Mr. Roger Dahlin
REPORT NO. 233
REPORT DATE: 11-19-08
REG PROJECT NO. 15324
TECHNICIAN: L. Rivera
PAGE: 1 of 2
CONTRACTOR: C.F. Jordan
Test
No. Date Location
844 10-27-08 Bldg Pad B: 120'N, 1'E(3)
845 Bldg Pad B: 212'N, 1'E(3)
846 Bldg Pad B: 300'N, 1'E(3)
847 Bldg Pad B: 425'N, 1'E(3)
848 Bldg Pad B: 550'N, 1'E(3)
Depth
Below
Final S. G.
feet
0.0
0.0
0.0
0.0
0.0
Field
Moisture
%
25.1
25.8
24.3
22.8
23.6
Proctor
10
3
3
3
3
3
Compaction
Level %
95.2
95.7
96.8
97.7
99.1
REG PROJECT NO. 15324
PAGE: 2 of 2
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.
(2) Measurements referenced from S.W. building corner.
E-Mail
Distribution: (1) Pritchard Associates/
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Deanna Jacoby
(1) City of Coppell/Ms. Carol Dye
Submitted by:
REED ENGINEERING GROUP, LTD.
Mail
Distribution: (1) KTR Coppell/LLC/Mr. John Bancroft
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associates/
Mr. Richard Nordyke
(1) Technistructures, Inc./
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
~ tJd.,c~
Bill Woolwine
Sr. Manager, CMT
BW/rs
CONCRETE CYLINDER TEST REPORT
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 238
REG PROJECT NO. 15324
SAMPLE DATE: 11-19-08
TECHNICIAN: J. Baradziej
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Deanna Jacoby
(1) City of Coppell/Ms. Carol Dye
Location of Sam
Set Number
. 1
Desi n Information
Source of Concrete
TXI
Mix Identification
8206
Date Tested
11-26-08
12-17-08
12-17-08
Hold
Age@
Test
7
28
28
H
Total Load
Ibs.
55510
Air
Entrainment
4.2
Ticket
Number
788849
Submitted by:
REED ENGINEERING GROUP, LTD.
itUf<t? ~
Mickey Lawson.
Assistant Manager, CMT
MLlbl
Mail
Distribution: (1) KTR CoppeIl/LLC/Mr. John Bancroft
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associatesl
Mr. Richard Nordyke
(1) Technistructures, Inc./
Mr. Dennis Gant