My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BERRYMAN AND HENIGAR 3 - 2004
Clerk
>
Contracts / Agreements
>
INACTIVE CONTRACTS (Originals Destroyed)
>
B (INACTIVE)
>
BERRYMAN AND HENIGAR 3 - 2004
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/15/2015 10:51:24 AM
Creation date
11/20/2004 1:39:55 PM
Metadata
Fields
Template:
Contracts
Company Name
Berryman and Henigar
Contract #
A-2004-096
Agency
Public Works
Council Approval Date
5/17/2004
Expiration Date
6/30/2005
Insurance Exp Date
3/1/2006
Destruction Year
2010
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
FIELD REVIEW <br />Once the pavement network to be surveyed has been verified, the inspection of approximately 300 miles of local <br />streets will be made where all distress types will be collected based upon actual surface conditions and physical <br />characteristics of the segment. Surveying methods will be conducted by remaining consistent with Army Corps of <br />Engineers sampling guidelines and MicroPAVER field manuals while being flexible to current City practices. The <br />survey will be performed by a team of experienced and trained Berryman & Henigar personnel using an <br />automated system to collect field data (collection of data is recorded into our field Compaq iPAQ units, <br />then downloaded into the matching MicroPAVER database files). This data is collected in -hand (see image <br />below) then transferred at the end of the day to our in -house workstations for quality control and data <br />population. <br />The first key step in surveying a specific pavement section is to record /verify its length and width while assessing <br />for ride and drainage ratings. From there, the surveyor will perform the necessary condition - distress survey and it is <br />important to note that pavement segment dimensions /surface areas, along with the distress quantities are accurate <br />within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting (length and width to the nearest <br />foot, surface area, and distress to the nearest square foot). <br />Based on street conditions and /or traffic, our staff will measure specific or <br />distinct distress types by hand. An example of the information that is <br />collected /verified during the survey for the pavement management database <br />is listed below: <br />A. ATTRIBUTE DATA <br />• Designation of ownership or jurisdiction such as City, County, state <br />or federal agencies, and privately owned property <br />• From /to, indicating the assigned limits of the section <br />• Name of street <br />• Segment codification, which will allow for assignment of special <br />designations <br />(i.e., truck routes and school zones) as well as maintenance districts <br />• Street classification indicating function, such as local, arterial, or <br />collector, etc. <br />• Number of travel lanes <br />San <br />• Presence of curb and gutter and sidewalk in each section (Critical for GASB 34) <br />• Segment quantities, indicating the length, width, and total area of the section (Critical for GASB 34) <br />• Surface type: AC, PCC, gravel, dirt <br />We welcome staff members from the City to join any portion of our survey efforts. Condition data will be <br />evaluated for all street segments and shall include the following condition characteristics: <br />B. CONDITION CHARACTERISTICS <br />11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.