My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-226B.1
CBCC
>
Official Documents
>
2010's
>
2011
>
2011-226B.1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
263
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
along the inner circumference of the reinforcing cage . Notify the Engineer before excavating the <br /> shaft if the CSL access tube locations cannot be moved out of conflict with anchor bolt locations . <br /> SUBARTICLE 45547 . 6 . 1 . 1 (Page 573 ) is deleted and the following substituted : <br /> 45547. 6. 1 . 1 Equipment : Furnish Cross-Hole- Sonic logging test <br /> equipment as follows : <br /> 1 . Include ultrasonic transmitter and receiver probes for 1 . 5 inch <br /> I . D . pipe which produce measurements with consistent signal strength and arrival time in <br /> '" uniform, good quality concrete with all tube spacings on the project. <br /> 2 . Include a microprocessor based data acquisition system for <br /> display, storage , and transfer of data. Graphically display first pulse Arrival Time (FAT) during <br /> data acquisition . <br /> 3 . Electronically measure and record the relative position (depth) <br /> of the probes in the tubes with each CSL signal . <br /> 4 . Print the CSL logs for report presentation . <br /> 5 . Provide report quality plots of CSL measurements that identify <br /> each individual test . <br /> 6 . Electronically store each CSL log in digital format, with shaft <br /> identification, date , time and test details , including the transmitter and receiver gain . <br /> 460 STRUCTURAL STEEL AND MISCELLANEOUS METALS <br /> (REV 54840) (FA 6- 1 - 10) ( 1 - 11 ) <br /> LLL <br /> SUBARTICLE 460- 7 . 6 (Page 624) is deleted and the following substituted : <br /> 460-7 . 6 Tightening of Anchor Bolt/Rod Nuts : <br /> 460-7 . 6. 1 Fixed and Expansion Pot Bearing : Tighten anchor bolts or rod nuts to <br /> a snug tight ' condition such that the different mating surfaces (such as the top of concrete , <br /> neoprene and steel) are in firm contact . The nut or bolt is to be tight enough to develop friction <br /> 1. <br /> between surfaces to prevent sliding, but not over-tightened that bulging or damage occurs in any <br /> of the mating materials . <br /> 460-7. 6 . 2 Fixed and Expansion Bearings with Elastomeric Bearing Pads . <br /> Draw down the lower nut such that a total gap of 1 /2 inch exists between the nut and bearing <br /> plate . Tighten a second nut of the same specification to a snug tight condition against the lower <br /> nut maintaining the required gap . <br /> - 146 - <br /> FPID (S ) : 423186 - 1 - 58 - 01 <br />
The URL can be used to link to this page
Your browser does not support the video tag.