Park West CC(17)-LR 981217 GEOTECHNICAL AND ~ ~ I--~ I I p
ENVIRONMENTAl EONSULTANTS
CONCRETi= CYLINDER TI=ST Ri=PORT
Parkwest Commerce Center - Building 1
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 56
3811 Turtle Creek Blvd., Suite 730 REG PROJECT NO. 4707
Dallas, Texas 75219 SAMPLE DATE: 12-17-98
ATTN: Mr. Richard Crow TECHNICIAN: J. Stuart
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
I Paving: 20'S, 30'W of N.W. Corner of Bldg. 160/400
2 Paving: 40'S, 60'W of N.W. Corner of Bldg. 360/400
Design Information
I TXI 9643 4000
2 TXI 9643 4000
Test Results
1 7717 12-24-98 7 160770 5690
7717 01-14-99 28
7717 01-14-99 28
2 7718 12-24-98 7 147200 5210
7718 01-14-99 28
7718 01-14-99 28
C,~linder Data
I 7717 4.25 60 67 N/A 08:30 AM 1200308
2 7718 5.00 65 75 N/A 10:50 AM 1200743
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/ REED ENGINEERING GROUP, INC.
Mr. Jim Pritchard
(1) O'Brien & Associates/
Mr. Mick Granlund Original Signed By
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/ Keith E. Atkins
Mr. Jon Jacobson KEA/rt
(1) Halff ^ssociates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND [~ J~ D I I p
I:NVIRONHENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 1
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Myers & Crow Company REPORT NO. 45
3811 Turtle Creek Boulevard, Suite 730 REPORT DATE: 12-17-98
Dallas, Texas 75219 REG PROJECT NO. 4707
ATTN: Mr. Richard Crow TECHNICIAN: K. Graham
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller, Inc.
ProctorI ASTM [ Optimum 'i Maximum.
No. Standard. ~ DeScriPtion ~ MoiSture, % Density, PCF
1 D-698 Dark brown clay 24.0 93.5
2 D-698 Dark brown clay (lime-treated) 25.0 94.0
3 D-698 Brown clay (lime-treated) 22.0 94.5
Depth .:
Belqw:.' .~ i Field:' Field
Test Fina!!:S~.G. Densit: MOiSture proCto' Compactio.
No. Date Location . .(feet) iy (pcf) ....( %'): r ID n Level (%)
110 12-02-98 Panel Leaveout: 3'S, 25'W(1) 0.0 90.3 26.6 2 96.1
111 Panel Leaveout: 3'S, 175'W(1 ) 0.0 89.7 27.5 2 95.4
112 Sanitary Line 1' 25'N 25'W (1) 3.0 89.5 27.2 1 95.7
113 Sanitary Line 1' 25'N 25'W (1) 4.0 89.1 27.8 I 95.3
114 Sanitary Line 1' 25'N 25'W (1) 5.0 88.8 28.1 1 95.0
115 Sanitary Line 1' 25'N 175'W(1 ) 3.0 89.8 26.9 1 96.0
116 Sanitary Line 1' 25'N 175'W(1) 4.0 89.6 27.3 1 95.8
117 Sanitary Line 1' 25'N 175'W(1) 5.0 89.2 27.7 1 95.4
118 Sanitary Line 1' 25'N 325'W(1) 3.0 89.7 27.2 1 95.9
119 Sanitary Line 1' 25'N 325'W(1) 4.0 89.2 27.8 I 95.4
120 Sanitary Line 1' 25'N 325'W(1) 5.0 88.9 28.0 1 95.1
121 Sanitary Line 1' 25'N 25'W(1) 2.0 89.2 27.5 1 95.4
122 Sanitary Line 1' 25'N 175'W(1) 2.0 89.7 26.8 1 95.9
123 Sanitary Line 1: 25'N 325'W(1) 2.0 89.0 27.8 1 95.2
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. building corner.
Distribution: (4) Myers & Crow Company/ Submitted by:
Mr. Richard Crow
(1) Pritchard Associates/ REED ENGINEERING GROUP, INC.
Mr. Jim Pritchard
(1) O'Brien & Associates/ Original Signed By
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/ Ronald F. Reed, P.E.
Mr. Jon Jacobson AE/sa
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · ~'r:L [214] 350 5600 · FAX [214] 350 0019