HomeMy WebLinkAboutBOLTING REPORT - 18-00412 - 1450 N 2nd E - Walmart Parking Canopy - Accessory StructureHIGH STRENGTH BOLTING OBSERVATION REPORT
Report Number:62181054.0008
Service Date:11/14/18 11849 W Executive Dr,
Ste G Report Date:11/26/18 Boise, ID 83713-1944
208-323-9520
Client Project
Wal-Mart Stores, Inc.1878-233 (REXBURG, ID) - OGP
Attn: Lindsay McBurnett 1450 N 2nd E
2001 SE 10th St Rexburg, ID 83440
Contract Administration Dept #8974
Bentonville, AR 72716-0550 Project Number: 62181054
Services:
Terracon Rep.: David Sollie
Reported To:No one on site at the time of this observation
Contractor:Rick Shipman
Report Distribution:
(1) Wal-Mart Stores, Inc.,
ronnie.howell@walmart.com
(1) Rick Shipman Construction, Gregory
Smith(1) Rick Shipman Construction,
brandonshelton@rickshipman.com
Reviewed By:____________________________________
Greg J. Taddicken, P.E.
Office Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
64-High strength bolting, 6/6/12, Rev. 0 Page 1 of 1
Requested By:Rick Shipman Construction/Walmart
Referenced Drawings By:Hendee Enterprises
Detail and Sheet No’s:CP0 General Notes
CP4 Detail 1,Column Frame Conn.
Locations/Elevations:East of existing Walmart Store, 9’ 2 ¼” Elevations
Type of Observation:Final
Connection Type: Bolted – Bearing type
Grade of Bolts:ASTM A325, (8) per Column connection x (1) column, also thru- bolts placed at Tube Steel
clips to Tube Steel canopy beams
Observation Results:Based on our observation, bolted connections at the above-referenced locations appeared to
be completed in general accordance with project plans and specifications. Bolts were
tightened to the snug-tight condition.
Additional Comments:None.
Exceptions:None.
BD000L, 08-24-13, Rev.2
Site Plan:1878-233 (REXBURG, ID) - OGP
Report Number: 62181054.0008
1450 N 2nd E Terracon Rep.: David Sollie 11849 W Executive Dr, Ste G
Rexburg, ID 83440 Date: 11/14/18 Boise, ID 83713-1944
Scale:Not to Scale 208-323-9520
Shaded area is the approximate
area of Bolting observation
BD000P, 08-24-13, Rev.1
Photo #1 Column plates to Column plates
Photo #2 Typical Thru-Bolted connections
Site Plan: None. Photo log only.1878-233 (REXBURG, ID) - OGP
Report Number: 62181054.0008
1450 N 2nd E Technician: David Sollie 11849 W Executive Dr, Ste G
Rexburg, ID 83440 Date: 11/14/18 Boise, ID 83713-1944
Scale:Not to Scale 208-323-9520