Minyard Site-LR080926
REED EnGinEERinG
GEOTECHNICAL AND G R 0 U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
, Freeport Crossing
Freeport Parkway and Bethel Road
Cappell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
A TTN: Mr. Roger Dahlin
REPORT NO. 203
REPORT DATE: 09-26-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gazley
PAGE: 1. of 2
CONTRACTOR: C.F. Jordan
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 Oark brown clay 22.8
4 0-698 Yellowish brown clay w/calcareous nodules 28.7
5 0-698 Oark brown clay 19.4
6 0-698 Yellowish brown clay wllimestone 22.8
fragments
7 0-698 Brown clay w/some gravel & limestone 24.0 100.5
fragments
8 0-698 Oark 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
common fill)
11 0-698 Oark brown clay (lime-treated) 26.4 92.2
12 0-698 Oark brown clay (lime-treated) 19.7 104.4
13 0-698 Rec cled concrete 15.4 115.1
Depth
Below Field Field
Test FinalS. G. Density Moisture Proctor Compaction
No. Date Location feet c % ID Level %
774 08-29-08 Approach: 130'N, 500'W(1) 0.0 110.1 15.9 13 95.7 (*)
775 Approach: 90'N, 150'W(1) 0.0 115.1 16.0 13 100.0 (*)
776 Approach: 85'N, 60'E(2) 0.0 112.4 16.8 13 97.7 (*)
777 Turn Lane: 700'N, 650'E(3) 0.0 114.1 15.8 13 99.1 (*)
778 A roach: 50'N, 125'W 2 0.0 97.1 23.4 8 98.9
Comments: Where tested, materials were in compliance with project specifications.
(*) Indicates passing retest from 08-28-08, Report No. 202.
Footnotes: (1) Measurements referenced from N.W. corner of existing building.
(2) Measurements referenced from S.W. corner of existing building.
(3) Measurements referenced from S.E. corner of Freeport Drive.
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R 0 LJ F'
ENVIRONMENTAL CONSULTANTS
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
CONTRACTOR: C.F. Jordan
Location of Sam
Set Number
1
2
3
4
Ie
Location
Paving: 40'S, 60'E from SE corner of building C
Paving: 30'S, 120'E from SE corner of building C
Paving: 35'S, 300'E from SE corner of building C
Pavin : 10'S, 1 OO'W from SW corner of buildin C
2
Mix Identification
8206
Age@ Total Load
Date Tested Test Ibs.
10-03-08 7 62700
10-24-08 28 67710
10-24-08 28 69970
Hold H
747 10-03-08 7 50360
747 10-24-08 28 61740
747 10-24-08 28 59750
747 Hold H
748 10-03-08 7 50190
748 10-24-08 28 61900
748 10-24-08 28 61530
748 Hold H
749 10-03-08 7 43200
749 10-24-08 28 58840
749 10-24-08 28 54260
749 Hold H
3
4
REPORT NO. 208
REG PRO.JECT NO. 15324
SAMPLE DATE: 09-26-08
TECHNICIAN: 1. Gleaves
PAGE: 1 of 2
ecified Stren
3600
5480
4010
4910
4760
4840
3990
4930
4900
4920
3440
4680
4320
4500
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEl [214] 3505600 . FAX [214] 3500019
REPORT NO. 208
REG PROJECT NO. 15324
SAMPLE DATE: 09-26-08
PAGE: 2 of 2
C linder Data
Set Cylinder
No. ID
1 746
2 747
3 748
4 749
Air
Entrainment
4.1
3.6
3.3
5.1
Ticket
Number
758846
758948
759043
759284
E-Mail
Distribution: (1) Pritchard Associates/
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
Mail
Distribution: (1) KTR Coppell/LLC/Mr. John Bancroft
(1) City of CoppelllMr. Lee Stone
(1) O'Brien & Associates/
Mr. Richard Nordyke
(1) Technistructures, Inc./
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
REED ENGINEERING GROUP, LTD.
<ILU/~ ----
Mickey Lawson
Assistant Manager, CMT
ML/bl
REED EnGinEERinG
GEOTECHNICAL AND G R CJ LJ F'
ENVIRONMENTAL CONSULTANTS
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
A TTN: Mr. Roger Dahlin
REPORT NO. 208
REG PROJECT NO. 15324
SAMPLE DATE: 09-26-08
TECHNICIAN: 1. Gleaves
PAGE: 1 of 2
CONTRACTOR: C.F. Jordan
Location of Sam
Set Number
1
2
3
4
Ie
Location
Paving: 40'S, 60'E from SE corner of building C
Paving: 30'S, 120'E from SE corner of building C
Paving: 35'S, 300'E from SE corner of building C
Pavin : 10'S, 1 OO'W from SW corner of buildin C
3
Mix Identification ecified Stren th
8206 3600
Age@ Total Load
Date Tested Test Ibs.
10-03-08 7 62700
10-24-08 28
10-24-08 28
Hold H
747 10-03-08 7 50360 4010
747 10-24-08 28
747 10-24-08 28
747 Hold H
748 10-03-08 7 50190 3990
748 10-24-08 28
748 10-24-08 28
748 Hold H
749 10-03-08 7 43200 3440
749 10-24-08 28
749 10-24-08 28
749 Hold H
2
4
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REPORT NO. 208
REG PROJECT NO. 15324
SAMPLE DATE: 09-26-08
PAGE: 20f2
Air
Entrainment
4.1
3.6
3.3
5.1
Ticket
Number
758846
758948
759043
759284
E-Mail
Distribution: (1) Pritchard Associates/
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
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
REED ENGINEERING GROUP, LTD.
~~--
Mickey Lawson
Assistant Manager, CMT
ML/bl