Park West CC(3)-LR000317GEOTECHNICAL AND ~ R r-~ I I F==
ENVIRONMENTAL 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. 59
REG PROJECT NO. 6080
SAMPLE DATE: 03-17-00
TECHNICIAN: G. White
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
I Set Number I Location I Quantity Represented
1 Slab Leave Out: 4'N, 415'E from the SW Bldg. corner 10/30
Design Information
I Source of Concrete I Mix Identification
TXI 47
Specified Strength p.s.i.
4OOO
Test Results
Set CylinderI
No. ID Date Tested
1 4193 03-24-00
4193 04-14-00
4193 04-14-00
4193 Hold
Age @
Test
Total Load J Compressive Average
lbs.I Strength p.s.i. Strength p.s.i.
7 133550 4720
28 169420 5990
28 176110 6230
H
6110
Cylinder Data
I Set Cylinder I Time of
No. ID Slump Sample Air Temp.
1 4193 5.00 10:30AM 42
Concrete Air Ticket
Temp. Entrainment Number
60 NA 1535186
Distribution:
(1) Daryl Flood Warehouse-Movers, Inc./
Mr. Daryl Flood
(1) McFadden & Miller, Inc./
Mr. Jori Jacobsen
(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
GEOTECHNiCALAND ~ ~ r-1 I I p
EN¥1RONMENTAL 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. 59
REG PROJECT NO. 6080
SAMPLE DATE: 03-17-00
TECHNICIAN: G. White
CONTRACTOR: Mcfadden & Miller, Inc.
Location of Sample
Set Number J Location
J Quantity Represented
1 Slab Leave Out: 4'N, 415'E from the SW Bldg. corner 10/30
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 47 4000
Test Results
Set Cylinder
No. ID Date Tested Test
1 4193 03-24-00 7
4193 04-14-00 28
4193 04-14-00 28
4193 Hold H
Age@ Total Load J Compressive J Average
lbs. Strength p.s.i. Strength p.s.i.
133550 4720
Cylinder Data
Set Cylinder [ Timeof J
Nlo. ID Slump Sample Air Temp.
4193 5.00 10:30AM 42
ConcreteI Air I Ticket
Temp. Entrainment Number
60 NA 1535186
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
CONTRA CT INSPECTION SER VICE, Inc.
4305 Glenwood Ct. Granbury, TX 76049 (817) 246-8096 FAX (817) 246-5889
REPORT OF
REINSPECTION OF STRUCTURAL STEEL
Project:
Client:
Daryl Flood Warehouse
Coppell, Texas
Reed Engineering Group
2424 Stutz, Suite 400
Report No: 16856-0
Attention: Keith Atkins
Date of Service: 03-17-00
Dallas, TX 75235 Page 1 of 1
REPORT OF INSPECTION
Drawings utilized:
Structural Prints
Locations/item inspected:
Grids 6 - 8/A - C
Discrepancies/comments:
Reinspection was conducted on the above referenced project in areas noted above with results
as follows:
1) Item #1, area 6 - 8/AC (from report dated 3-3-00), now complies for:
a) Bearing of joist.
b) Decking puddle welds (size and pattern).
c) Side lap screws.
d) Perimeter angle.
Cecil R McKinney, Jr., CWI #99131211
Technician
Contract Inspection Service
This report is for the exclusive use of our client and shall not be modified or reproduced without written approval from said client