Park West CC(3)-LR000112 (2)GEOTECHNICAL AND G J:==J r-i i i F=:I
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
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
A-I-TN: Mr. Daryl Flood
REPORT NO. 40
REG PROJECT NO. 6080
SAMPLE DATE: 01-12-00
TECHNICIAN: D. Williams
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
1 Floor Slab: 15'N, 10'E from the SW Bldg. corner 10/260
2 Floor Slab: 20'N, 200'E from the SW Bldg. corner 110/260
3 Floor Slab: 20'N, 380'E from the SW Bldg. corner 220/260
Design Information
" TXl 47 4000
Test Results
1 1707 01-19-00 7 119080 4210
1707 02-09-00 28 159200 5630
1707 02-09-00 28 155450 5500 5570
1707 Hold H
1708 01-19-00 7 94350 3340
1708 02-09-00 28 146170 5170
1708 02-09-00 28 143170 5060
1708 Hold H
5120
1709 01-19-00 7 110780 3920
1709 02-09-00 28 155880 5510
1709 02-09-00 28 143520 5080
1709 Hold H
53OO
Cylinder Data
1 1707 4.75 7:15AM 65 68 NA 1489341
I 2 1708 4.00 8:20AM 66 68 NA 1489492
[ 3 1709 5.00 10:05AM 70 71 NA 1489684
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
KEA/rt
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND G R r-i U P
ENVIP, ONMENTAL CONSULTANTS
REPORTED TO:
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. 40
REG PROJECT NO. 6080
SAMPLE DATE: 01-12-00
TECHNICIAN: D. Williams
CONTRACTOR: Mcfadden & Miller, Inc.
Location of Sample
~:~ ~I 1 Floor Slab: 15'N, 10'E from the SW Bldg. corner 10/260
2 Floor Slab: 20'N, 200'E from the SW Bldg. corner 110/260
3 Floor Slab: 20'N, 380 E from the SW Bldg. corner 220/260
Design Information
TXI 47 4000
Test Results
i'~' 1 1707 01-19-00 7 119080 4210
/ 1707 02-09-00 28
! 1707 02-09-00 28
/ 1707 Hold H
1708 01-19-00 7
1708 02-09-00 28
1708 02-09-00 28
1708 Hold H
1709 01-19-00 7
1709 02-09-00 28
1709 02-09-00 28
1709 Hold H
94350 3340
110780 3920
Cylinder Data
· 1 1707 4.75 7:15AM 65 68 NA 1489341
2 1708 4,00 8:20AM 66 68 NA 1489492
I 3 1709 5.00 10:05AM 70 71 NA 1489684
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
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ° TEL [214] 350 5600 ° FAX [214[ 350 0019