Table 301.doc

DOC document 52 KB Posted

Attached to
Recovery Upper Niagara Creek Bridge Federal contract opportunity
Solicitation number
AG-9702-S-09-0024
Issued by
Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center Southwest

About this file

301

View the file

Other files for this federal contract opportunity

Other files attached to Recovery Upper Niagara Creek Bridge, newest first.
File Type Posted
UNCB Revision 1 - Sheet 7 of 12.pdf PDF
table404-1.doc DOC document
ARRA_UPPER NIAGRA CRK BRDGE_Contractor_EST-10-05-09.pdf PDF
Amendment_0002.pdf PDF
404.doc DOC document
Sheet_1_of_6_revised.pdf PDF
Amendment 0001 Final.pdf PDF
SF 1442 page 1 - 3.pdf PDF
ARRA_UPPER NIAGRA CRK BRDGE_California Fire Laws.rtf RTF text file
ARRA_UPPER NIAGRA CRK BRDGE_PLANS.pdf PDF
Wage Determination.doc DOC document
ARRA_UPPER NIAGRA CRK BRDGE_ PAL Fire Plan_June 2006.doc DOC document
SF24 Bid Bond.pdf PDF
09 2009 Upper Niagara Bridge Approach Spec_Revised 07-09-09.doc DOC document
SF 1442 page 4 - 44.pdf PDF
Show all 15

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Table 301-1: Add the following:

Table 301-1—Acceptance Sampling and Testing Requirements.

Material or Product
Type of Acceptance (Subsection)
Characteristic
Category
Test Methods Specifications
Sampling Frequency
Point of Sampling
Split Sample
Reporting Time
Subbase & Base Courses L, M, N, O, P, Q, R
Measured and tested conformance (Subsection 106.04)
Plastic Limit
-
AASHTO T 90
1 per each 1,000 T
From the windrow or roadbed after processing
Yes
4 Hours

Table 301-1—Acceptance Sampling and Testing Requirements.

Material or Product
Type of Acceptance (Subsection)
Characteristic
Category
Test Methods Specifications
Sampling Frequency
Point of Sampling
Split Sample
Reporting Time
Aggregate Width
Measured and tested conformance (Subsection 106.04)
Width
-
-
4 per each 0.5 mi
Roadbed after processing
-
4 Hours
Aggregate Thickness
Measured and tested conformance (Subsection 106.04)
Thickness
-
-
4 per each 0.5 mi
Roadbed after processing
-
4 Hours
Additive
Measured and tested conformance (Subsection 106.04)
Amount of Additive
-
1 per each 1,000 T
From the windrow or roadbed after processing
No
4 Hours

301.08_nat_us_02_07_2007

Table 301-1 Field Density Requirements.

Table 301-1: Delete laboratory and field density requirements for base, subbase, and surfacing and replace with the following:

Material or Product
Type of Acceptance (Subsection)
Characteristic
Category
Test Methods Specifications
Sampling Frequency
Point of Sampling
Split Sample
Reporting Time
Base and Subbase
Measured and tested conformance (Subsection 106.04)
Moisture Density
---
Method C
---
AASHTO T 99
1 per type and source of material
Source of material
Yes
Before using in work
Method C-1
---
R-1 Marshall
“
“
“
“
Method D
---
AASHTO T 180
“
“
“
“
Method D-1
---
R-1 Marshall
“
“
“
“
Compaction
---
Method C, C-1, D, D-1
---
AASHTO T 310 or other approved procedures
1 per 500 t
In-place
---
Before placing the next layer
Surfacing
Measured and tested conformance (Subsection 106.04)
Moisture Density
Method C-1
---
R-1 Marshall
“
“
“
Before using in work
Method D
---
AASHTO T 180
“
“
“
“
Method D-1
---
R-1 Marshall
“
“
“
“

Compaction

Method C, C-1, D, D-1
---
AASHTO T 310 or other approved procedures
1 per 500 t
In-place
---
Before placing the next layer

File details come from the government source that posted it. Updated .