Park West CC(3)-LR 991222 GEOTECHNICAL AND ~ R r-i I I ~
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
REPORT OF FIELD DENSITY TESTS
Daryl Flood Movers - Box Culvert
Airline Road and Enterprise
Coppell, Texas
Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
REPORT NO. 5
REPORT DATE: 12-22-99
REG PROJECT NO. 6202
TECHNICIAN: R. Bullion
PAGE: 1 of 2
1 D-698 Olive brown sandy clay w/trace dark brown clay 15.0 110.0
2 D-698 Tan sand 15.5 103.0
3 D-698 Brown clay 26.5 89.5
1 11-16-99 Box Culvert STA 2+00 6.0 107.8 18.8 1 98.0
2 11-24-99 Box Culvert STA 1 +00 4.0 106.3 17.8 1 96.6
3 Box Culvert STA 2+50 4.0 105.6 18.2 1 96.0
4 Box Culvert STA 4+00 4.0 107.3 17.0 1 97.5
5 11-29-99 Box Culvert STA 5+50 4.0 107.0 18.4 1 97.3
6 11-30-99 Box Culvert STA 1+00 3.0 86.8 27.5 2 97.0
7 Box Culvert STA 1+00 2.0 87.5 28.4 2 97.8
8 Box Culvert STA 2+50 3.0 88.1 29.2 2 98.4
9 Box Culvert STA 2+50 2.0 86.6 28.0 2 96.8
10 Box Culvert STA 4+00 3.0 87.4 27.8 2 97.7
11 Box Culvert STA 4+00 2.0 88.1 27.0 2 98.4
12 Box Culvert STA 5+50 3.0 85.9 28.6 2 96.0
13 Box Culvert STA 5+50 2.0 85.7 29.0 2 95.8
14 12-01-99 Box Culvert STA 1+00 1.0 106.9 18.1 1 97.2
15 Box Culvert STA 1+00 0.0 106.5 17.5 1 96.8
16 Box Culvert STA 2+50 1.0 107.8 16.9 1 98.0
17 Box Culvert STA 2+50 0.0 107.3 18.8 1 97.5
18 Box Culvert STA 4+00 1.0 105.8 18.0 1 96.2
19 Box Culvert STA 4+00 0.0 106.7 17.7 1 97.0
20 Box Culvert STA 5+50 1.0 106.5 16.2 1 96.8
21 Box Culvert STA 5+50 0.0 107.1 16.8 1 97.4
22 Box Culvert STA 9+00 4.0 108.2 16.8 1 98.4
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 5
REPORT DATE: 12-22-99
REG PROJECT NO. 6202
PAGE: 2 of 2
Comments: Where tested, materials were in compliance with project specifications.
* Proctor No. 3 was used from the Daryl Flood Warehouse Project No. 6080.
Distribution: (1) Daryl Flood Warehouse-Movers,Inc./
Mr. Daryl Flood
(1) Tridal, Ltd./Mr. Rick Muller
(1) City of Coppell/Mr. Larry Davis
(1) Pacheco Koch/Mr. Jim Koch
(1) McFadden & Miller/Mr. Jon Jacobson
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
BW/je
REED J El--Ir:il F-IEERIr-II---i
GEOTECHNICAL AND r~ F~ r-i U ~
ENVIRONMENTAL CONSULTANTS
REPORT OF WATER INJECTION OBSERVATION
Daryl Flood Warehouse
Airline Road at Enterprise Road
Coppell, Texas
REPORTED TO: Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
CONTRACTOR: McFadden & Miller, Inc.
REPORT NO. 7
REPORT DATE: 12-22-99
REG PROJECT NO. 6080
TECHNICIAN: D. French
PAGE: 1 of 1
On the referenced dates a representative of Reed Engineering Group, Inc. observed water
injection operations on the referenced project. The injection operations proceeded in
accordance with project specifications unless otherwise noted.
8 5 100-200 12-18
3 4 11.5 5
2
140 2
29,520 135 3
Surfactant added at regular intervals: Yes
Distribution: (1) Daryl Flood Warehouse-Movers, Inc./
Mr. Daryl Flood
(1) McFadden & Miller, Inc./
Mr. Jon Jacobson
(1) Meinhardt & Quintana/
Mr. David Meinhardt
(1) Halff Associates/Mr. Patrick Acker
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
BW/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
EN¥1RONPIENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Daryl Flood Warehouse
Airline Road at Enterprise Road
Coppell, Texas
REPORTED TO: Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
REPORT NO. 24
REG PROJECT NO. 6080
SAMPLE DATE: 12-22-99
TECHNICIAN: D. Williams
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
I
1 Piers: D-11, D-10, D-9, D-8, D-7, D-6 10/40 ........... j
Design Information
TXI 45 3000 J
Test Results
1 1186 12-29-99 7 90990 3220
1186 01-19-00 28
1186 01-19-00 28
1186 Hold
Cylinder Data
J 1 1186 4.00 10:25 AM 49 58 N/A 1479472 J
Distribution: (1)
(1)
(1)
(1)
(1)
(1)
(1)
Daryl Flood Warehouse-Movers, Inc./
Mr. Daryl Flood
McFadden & Miller, Inc./
Mr. Jon Jacobson
Meinhardt & Quintana/
Mr. David Meinhardt
Halff Associates/Mr. Patrick Acker
City of Coppell/Mr. Larry Davis
City of Coppell/Mr. Lee Stone
Bihner Engineering/Mr. Yubo Chen
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/rt
2424 STUTZ DR, · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTEChNiCalaND I [~ I~l r~ i I p
ENVI~ONPI~NTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Daryl Flood Warehouse
Airline Road at Enterprise Road
Coppell, Texas
REPORTED TO:
Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
REPORT NO. 10
REPORT DATE: 12-22-99
REG PROJECT NO. 6080
TECHNICIAN: R. Bullion
PAGE: 1 of 1
CONTRACTOR: Mcfadden & Miller, Inc.
~ 1 D-698 Brown clay 26.5 89.5
11 11-29-99 Waterline: STA 0+75 5.0 86.1 27.2 1 96.2
12 Waterline: STA 0+75 4.0 85.8 28.3 1 95.9
13 Waterline: STA 0+75 3.0 85.6 28.8 1 95.6
14 Waterline: STA 0+75 2.0 86.8 27.0 1 97.0
15 Waterline: STA 0+75 1.0 86.5 29.3 1 96.6
16 Waterline: STA 0+75 0.0 87.3 27.5 1 97.5
17 Waterline: STA 2+00 5.0 85.3 29.8 1 95.3
18 12-03-99 Storm Line: STA 5+50 4.0 85.9 27.3 1 96.0
19 Storm Line: STA 5+50 3.0 85.7 28.2 1 95.7
20 Storm Line: STA 5+50 2.0 86.2 27.0 1 96.3
21 Storm Line: STA 5+50 1.0 85.5 28.8 1 95.5
22 Storm Line: STA 5+50 0.0 85.3 29.0 I 95.3
Comments: Where tested, materials were in compliance with project specifications.
Distribution:
(1) Daryl Flood Warehouse-Movers, Inc./
Mr. Daryl Flood
(1) McFadden & Miller, Inc./
Mr. Jon Jacobson
(1) Meinhardt & Quintana/
Mr. David Meinhardt
(1) Halff Associates/Mr. Patrick Acker
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
AE/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ° TEL [214] 350 5600 · FAX [214] 350 0019