Park West CC(3)-LR000107GEOTECHNICALAND G F=~ r"l U P
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Daryl Flood Warehouse
Airline Road at Enterprise Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
McFadden & Miller, Inc.
REPORT NO. 39
REG PROJECT NO. 6080
SAMPLE DATE: 01-07-00
TECHNICIAN: $. Holiday
Location of Sample
1 Slab: 53'N, 5'E of SW Bldg. Corner 10/275
2 Slab: 62'N, 107'E of SW Bldg. Corner 110/275
3 Slab: 60'N, 82'W of SE Bldg. Corner 200/275
Design Information
[ TXI 47 4000
Test Results
:, ~. . ........... ::~i ::: ~.~; ~ :-:: Il::
1 1602 01-14-00 7 140720 4980
1602 02-04-00 28 181340 6410
1602 02-04-00 28 185960 6580 6500
1602 Hold
2
1603 01-14-00 7 140290 4960
1603 02-04-00 28 173990 6150
1603 02-04-00 28 186360 6590
1603 Hold
6370
3
1604 01-14-00 7 114230 4040
1604 02-04-00 28 162760 5760
1604 02-04-00 28 158530 5610
1604 Hold
5690
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
.......... ~!~..~I ..................... i~ ............. l..,~,,~i~ .1......~ l~..~i~.~! I ~iiii~i~l~i~i~l~'~;iiii~~
1 1602 4,50 7:15 AM 52 67 N/A 1487143
2 1603 3,00 8:45 AM 54 68 N/A 1487280
3 1604 4.50 10:10 AM 54 68 N/A 1487426
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
(1) Bihner Engineering/Mr. Yubo Chert
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KENrt
GEOTECHNICAL AND G F:=I I-1 U F~
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
CONCRETE CYLINDER TEST REPORT
Daryl Flood Warehouse
Airline Road at Enterprise Road
Coppell, Texas
Daryl Flood Warehouse-Movers, Inc.
2009 Country Club Drive
Carrollton, Texas 75006
ATTN: Mr. Daryl Flood
REPORT NO. 39
REG PROJECT NO. 6080
SAMPLE DATE: 01-07-00
TECHNICIAN: S. Holiday
McFadden & Miller, Inc.
Location of Sample
1 Slab: 53'N, 5'E of SW Bldg. Corner 10/275
2 Slab: 62'N, 107'E of SW Bldg. Corner 110/275
3 Slab: 60'N, 82'W of SE Bldg. Corner 200~275
Design Information
l TXI 47 4000 J
Test Results
1 1602 01-14-00 7 140720 4980
1602 02-04-00 28
1602 02-04-00 28
1602 Hold
2 1603 01-14-00 7 140290 4960
1603 02-04-00 28
1603 02-04-00 28
1603 Hold
3 1604 01-14-00 7 114230
1604 02-04-00 28
1604 02-04-00 28
1604 Hold
4040
2424 STUTZ DR o SUITE 400 o DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
i ........ i ....... 1'602 4.50 7:15 AM 52 67 N/A 1487143
I 2 1603 3.00 8:45 AM 54 68 N/A 1487280
/ 3 1604 4.50 10:10 AM 54 68 N/A 1487426
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
(1) Bihner Engineering/Mr. Yubo Chen
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KENrt
GEOTECHNICAL AND ~ F=I I-'1 U F:~
ENVIRONMENTAL 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. 26
REPORT DATE: 01-07-00
REG PROJECT NO. 6080
TECHNICIAN: R. Bullion
PAGE: 1 of 2
CONTRACTOR: McFadden & Miller, Inc.
1 D-698 Brown clay 26.5 89.5
2 D-698 Brown clay (lime-treated) 24.0 93.0
2A D-698 Tan sand 15.5 103.0
115 12-28-99 Water line STA 1+00 3.0 86.4 27.4 1 96.5
116 Water line STA 1 +00
117 Water line STA 1 +00
118 Water line STA 1 +00
119 Water line STA 2+50
120 Water line STA 2+50
121 Water line STA 2+50
122 Water line STA 2+50
123 Water line STA 4+00
124 Water line STA 4+00
125 Water line STA 4+00
126 Water line STA 4+00
127 Water line STA 5+50
128 Water line STA 5+50
129 Water line STA 5+50
130 Water line STA 5+50
131 12-30-99 Storm line STA 1+50
132 Storm line STA 1+50
133 Storm line STA 1+50
134 Storm line STA 3+00
135 Storm line STA 3+00
136 Storm line STA 3+00
2.0 86.2 28.3 1 96.3
1.0 86.8 27.8 1 97.0
0.0 87.3 27.0 1 97.5
3.0 101.1 17.4 2A 98.2
2.0 99.9 18.2 2A 97.0
1.0 86.6 29.2 1 96.8
0.0 86.8 28.4 1 97.0
3.0 99,2 19.0 2A 96.3
2.0 100.6 18.2 2A 97.7
1.0 86.2 28.8 1 96.3
0.0 86.6 27.4 1 96.8
3.0 101.2 17.7 2A 98.3
2.0 100.9 17.5 2A 98.0
1.0 86.4 26.8 1 96.5
0.0 86.9 27.7 1 97.1
2.0 86.5 28.8 1 96.8
1.0 85.9 29.1 1 96.0
0.0 87.4 27.8 1 97.7
2.0 86.6 28.5 1 96.8
1.0 86.8 29.7 1 97.0
0.0 86.2 29.0 1 96.3
2424 5TUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 26
REPORT DATE: 01-07-00
REG PROJECT NO. 6080
PAGE: 2 of 2
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
(1) Bihner Engineering/Mr. Yubo Chen
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
KA/je