My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PBS&J 2 - 2007
Clerk
>
Contracts / Agreements
>
_PENDING FOLDER
>
READY TO DESTROY IN 2020
>
PBS&J 2 - 2007
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/7/2016 1:11:56 PM
Creation date
9/12/2007 9:15:09 AM
Metadata
Fields
Template:
Contracts
Company Name
PBS&J
Contract #
A-2007-185
Agency
PUBLIC WORKS
Council Approval Date
8/6/2007
Insurance Exp Date
4/1/2013
Destruction Year
2020
Notes
Amended by A-2007-185, A-2010-005
Document Relationships
PBS&J 2A - 2008
(Amended By)
Path:
\Contracts / Agreements\_PENDING FOLDER\READY TO DESTROY IN 2020
PBS&J 2B - 2010
(Amended By)
Path:
\Contracts / Agreements\_PENDING FOLDER\READY TO DESTROY IN 2020
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
79
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
c. An adequate number of borings shall be drilled for the pavement <br />and embankment. <br />d. Sampling and testing for aerially deposited lead (ADL) adjacent <br />to the ramps shall be included. <br />e. The above exploration program will be summarized on a Boring <br />Location Map and this map will be used to process for <br />encroachment permits. Bulk samples of near - surface soils will <br />be collected for R -value and maximum density tests. The <br />Consultant shall determine the appropriate Traffic Indices for the <br />roadways. <br />f. It will be the responsibility of the Consultant to notify <br />Underground Service Alert, prepare necessary traffic control <br />plans, and provide traffic control for the field investigations. <br />g. Geotechnical Engineering Analyses - Results obtained from the <br />field investigation and laboratory testing program will be used to <br />establish idealized soil profiles and design strength parameters <br />for pavement, embankment slope stability and settlement <br />calculations. Composite pavement structural sections will be <br />designed based on R- values obtained from the laboratory tests <br />and Traffic Indices using the Caltrans design method. Corrosion <br />recommendations will be provided for the buried utilities and <br />drainage devices. <br />h. Report Preparation — The following report shall be submitted in <br />accordance with Caltrans requirements: <br />i. Geotechnical Design Report (GDR) presenting results of <br />field investigation and laboratory testing, engineering <br />analyses for embankment stability and settlement. <br />ii. Materials Report presenting field and laboratory results <br />and engineering analyses for pavement design and soil <br />corrosivity. <br />iii. Pavement Design Report presenting results of field <br />investigation and engineering analyses. <br />iv. ADL Report outlining the findings of the field investigation <br />and any actions or mitigation required to meet current <br />Caltrans and Department of Toxic Substances Control <br />standards regarding soil with ADL. <br />4. Utility Research & Coordination — With information derived from the <br />initial coordination efforts, the Consultant shall develop existing utility <br />sheets. Efforts include: <br />a. Continued coordination with utility companies, including <br />13 <br />
The URL can be used to link to this page
Your browser does not support the video tag.