Minyard Site-LR080605
REED EnGinEERinG
GEOTECHNICAL AND G R Cl LJ F'
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
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
Curve
No.
9
100.0
t 99.0
~ 98.0
g 97.0
W
P 96.0
D 95.0
94.0
15.5 17.5 19.5 21.5 23.5
Moisture Content (%)
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associates/
Ms. Rhonda Hargrove
(1) City of CoppelllMs. Carol Dye
REPORT NO. 43
REPORT DATE: 06-05-08
REG PROJECT NO. 15324
SAMPLE DATE: 05-01-08
Proctor T e
ASTM D-698
Optimum
Moisture, %
20.1
Maximum
Densi , cf
99.2
Mail
Distribution: (1) KTR Coppell/LLCI
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
14.5
4.0
3.5
r'o
r2.5
2.0
1.5
~1.0
15.5 17.5 19.5 21.5 23.5
Moisture Content (%)
Submitted by:
REED ENGINEERING GROUP, LTD.
/LI' W4~~
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214] 3505600 . fAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R Cl 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
REPORT NO. 40
REPORT DATE: 06-05-08
REG PROJECT NO. 15324
TECHNICIAN: B. Shea
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 w/limestone 22.8
fragments
7 0-698 Brown clay w/some gravel & limestone 24.0 100.5
fragments
8 0-698 Oark brown cia 21.9 98.2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % 10 Level %
492 05-19-08 Storm Line A: STA 13+85 2.0 94.9 24.8 8 96.6
493 Storm Line A: ST A 13+89 1.0 94.5 25.3 8 96.2
494 Storm Line A: STA 13+92 0.0 98.0 22.3 8 99.8
495 Storm Line A2: STA 6+50 2.0 93.6 25.9 8 95.3
496 Storm Line A2: STA 6+46 1.0 98.0 23.7 8 99.8
497 Storm Line A2: ST A 6+42 0.0 94.6 25.1 8 96.3
498 Storm Line A2: ST A 7+50 2.0 96.4 24.3 8 98.1
499 Storm Line A2: STA 7+55 1.0 94.5 25.4 8 96.2
500 Storm Line A2: STA 7+61 0.0 97.6 23.5 8 99.4
501 Paving: 260'N, 140'E(1) 0.0 102.5 20.3 5 96.5
502 Paving: 190'N, 120'E(1) 0.0 102.0 20.2 5 96.0
503 Paving: 140'N, 220'E(1) 0.0 100.9 23.0 5 95.0
504 Paving: 80'N, 1 00'E(1) 0.0 101.8 20.0 5 95.9
505 Paving: 50'N, 120'E(1) 0.0 104.4 19.9 5 98.3
506 Pavin : 1320'S, 190'E 2 0.0 105.0 19.9 5 98.9
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . fAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R Cl U F"
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
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. 42
REPORT DATE: 06-05-08
REG PROJECT NO. 15324
DATE OBSERVED: 05-21-08
TECHNICIAN: J. Ruiz
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
I Items Observed:
I Paving: 100-262'N, 0-125'W from N.W. corner of
Building C.
I Reference Plans or Notes Used: I Sheet C-9
I List Deviations Noted:
11) Rebar damaged from concrete mixers.
The noted deviation was reported to: Foreman
x IThe noted deviation was corrected.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associatesl
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
REED ENGINEERING GROUP, LTD.
~J
.
Mail
Distribution: (1) KTR Coppell/LLCI
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
Ronald F. Reed, P.E.
BW/ds
2424 STUTZ DR. . SUITE 400 . DALLAS, TX 75235 . TEL [214] 3505600 . FAX [214] 3500019
REED EnGinEERinG
GEOTECHNICAL AND G R CI l..J F"
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
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. 41
REPORT DATE: 06-05-08
REG PROJECT NO. 15324
DATE OBSERVED: 05-20-08
TECHNICIAN: I. Overland
PAGE: 1 of 1
CONTRACTOR: C.F. Jordan
I Items Observed:
1 Paving: 7-213'S, 0-370'E from S.W. building corner.
I Reference Plans or Notes Used: I Sheet C.g
IList Deviations Noted:
11) Rebar bent in some areas due to concrete mixers.
2) Ground too soft in some areas.
The noted deviations were reported to: Concrete Foreman and Potter Superintendent
x IThe noted deviations were corrected.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
E-Mail
Distribution: (1) Pritchard Associates/
Mr. Roger Dahlin
(1) Pritchard Associatesl
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
Submitted by:
REED ENGINEERING GROUP, LTD.
Mail
Distribution: (1) KTR Coppell/LLCI
Mr. Matthew Taylor
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associates/
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
~J
.
Ronald F. Reed, P.E.
BW/ds
2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214] 3505600 . FAX [214] 3500019