Design: Project Development | GSP & Amendments | Metric: Division 9
DIVISION9.GR9 MATERIALS
00.MR9 DEFINITIONS AND TESTS
(April 1, 2002)
Include in all Metric projects. Must also use
INTRO.AM1, INTRO.MR1, 0202.MR1, 0901.MR1,
03038.MR6, 02.MR7, 0202.MR7, 04.MR7, 0402.MR7,
04031E.MR7, 004.MR9, 06.MR9, and 0605.MR9.
004.MR9 Sieve Analysis of Aggregates
(April 1, 2002)
Include in all projects. Must also use
INTRO.AM1, INTRO.MR1, 0202.MR1, 0901.MR1,
03038.MR6, 02.MR7, 0202.MR7, 04.MR7, 0402.MR7,
04031E.MR7, 00.MR9, 06.MR9, and 0605.MR9.
03.GR9 AGGREGATES
0308.GR9 Aggregates for Hot Mix Asphalt
03082.FR9 HMA Test Requirements
(January 5, 2004)
Include in all projects using HMA.
Fill-in (number of ESAL's) is included in the pavement
design report.
(1 fill-in)
03087.GR9 HMA Tolerances and Adjustments
(April 5, 2004)
Must also use 040308A1.GR5 and 040502A.GR5.
Use in projects with Volumetric Acceptance of Hot Mix
Asphalt.
03020.GR9 Test Methods for Aggregates
03020A.GR9 Statistical Aggregate Specification
(August 2, 2004)
When to use Statistical Aggregate Specification:
This General Special Provision is an alternative
to aggregate acceptance for unbound materials.
The items which it may be used with are Crushed
Cover Stone & Crushed Screening, Ballast, Shoulder
Ballast, Crushed Surfacing, Maintenance Rock, Gravel
base, Gravel Backfill for Foundation Class A, Gravel
Backfill for Foundation Class B, Gravel Backfill for
Walls, Gravel Backfill for Pipe Zone Bedding, Gravel
Backfill for Drains, Gravel Backfill for Drywells,
Backfill for Sand Drains, Sand Drainage Blanket,
Gravel Borrow, Select Borrow, Foundation Materials
Class A, Foundation Material Class B, Foundation
Material Class C, and Bank Run Gravel For Trench Backfill.
What this specification does is to recognize the
variability of these materials and documents a
procedure to adjust the payment for these items
based on the Quality Level provided. In the past
this would have required a Change Order.
The process is particularly suited for production
of aggregates stockpiled for use on future contracts
or aggregates to be used on current contracts.
A bid item "Aggregate Compliance Price Adjustment"
needs to be included in the contract.
06.MR9 STRUCTURAL STEEL AND RELATED MATERIALS
0605.MR9 Bolts
(April 1, 2002)
Include in all projects. Must also use
INTRO.AM1, INTRO.MR1, 0202.MR1, 0901.MR1,
03038.MR6, 02.MR7, 0202.MR7, 04.MR7, 0402.MR7,
04031E.MR7, 00.MR9, 004.MR9, and 06.MR9.
06016.GR9 Roadside sign Structures
06161.GR9 (Perforated Steel Square Sign Posts)
(August 2, 2004)
Use in projects with perforated steel square sign posts.
14.GR9 EROSION CONTROL AND ROADSIDE PLANTING
1404.GR9 Mulch and Amendments
14048A.GR9 Compost
(August 1, 2005)
Must use once preceding the following:
140481.GR9, 140482.GR9
140481.GR9 (Compost)
(August 7, 2006)
Use when installing compost in areas
receiving less than 10 inches of mean
annual precipitation. (This information
can be found on the WSDOT HQ Hydraulics
website and must be determined when doing
the hydrological analysis at the beginning
of the project.)
140482.GR9 (Compost)
(August 1, 2005)
Use when the contract has less than 100
yards of compost, or less than 30 working
days and 100 yards of compost or greater.
14062.GR9 (Conservation Grade Material)
(August 7, 2006)
Use in projects that include “conservation
grade” plant material in the plant list.
Use requires approval of the Region Landscape
Architect or HQ Region Liaison Landscape
Architect.
28.GR9 SIGNING MATERIALS AND FABRICATION
(April 4, 2005)
Use in all projects that have steel sign
support structures.
APPENDIX1.FR9 APPENDICES
(July 12, 1999)
Must be used when only one appendix is included. Must be
used with 010201.FB6 when the Log of Test Borings is the
only appendix included.
(1 fill-in)
APPENDIX2.FR9 APPENDICES
(July 12, 1999)
Must be used when only multiple appendices are included.
If 010201.FB6 is used, the Log of Test Borings must be
included as part of the fill-in.
(1 fill-in)
STDPLANS.GR9 STANDARD PLANS
(August 4, 2008)
Use in all projects.