1993 Statewide Special Specifications
(Items 5014 to 5405)
Last Updated (05/06/2002)
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Table Of Contents
ITEM NO. - TITLE AND REQUIREMENTS
5014 - GABIONS AND GABION MATTRESSES
SPECIFICATION REQUIREMENTS
1) The size and type of basket-wire coating for the gabions and/or gabion mattresses must be shown on the plans.
2) The location and placement of gabions and/or gabion mattresses can be shown on the plans or as directed by the Engineer.
3) The foundation preparation for the gabions and/or gabion mattresses shall be excavated to the extent shown on the plans or as directed by the Engineer.
4) The placement of filter material and/or filter fabric can be shown on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
1) When required, Filter Fabric shall be placed as shown on the plans or as directed by the Engineer.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Gabion Mattresses
(Thickness Specified) (Specify Basket-Wire Coating)" |
SY |
2) |
"Gabion Mattresses
(Specify Basket-Wire Coating)" |
CY |
3) |
"Gabions (Specify
Basket-Wire Coating)" |
CY |
REFERENCE ITEMS
None
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5020 - MODULAR RETAINING WALLS
SPECIFICATION REQUIREMENTS
1) The details for the installation of the modular retaining walls will be as shown on the plans and as specified by the Engineer.
2) The materials and all construction methods utilized shall be as shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Modular Retaining
Walls" |
SF |
REFERENCE ITEMS
None
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5024 - ASPHALTIC CONCRETE CURB
SPECIFICATION REQUIREMENTS
1) Limits and/or locations of the asphaltic concrete curb must be shown on the plans.
2) Details of the asphaltic concrete curb must be shown on the plans.
3) The type of dense-graded asphaltic concrete mix shall be shown on the plans.
4) Prime coat or tack coat shall be required as indicated on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Asphaltic Concrete
Curb" |
LF |
REFERENCE ITEMS
(3146)
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5042 - TRANSITION END TREATMENT
SPECIFICATION REQUIREMENTS
1) The Installation location(s) shall be shown on the plans.
2) The details shall be shown on the the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Transition End Treatments" |
EA |
REFERENCE ITEMS
(441)
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5046 - LOOSE AGGREGATE FOR GROUND COVER
SPECIFICATION REQUIREMENTS
1) Areas and/or locations to receive the placement of loose aggregate must be shown on the plans.
2) The type of aggregate material used can be specified on the plans or as approved by the Engineer.
3) The areas and/or locations to be treated with the loose aggregate shall be prepared as indicated
on the plans and approved by the engineer prior to the application of this aggregate material.
4) Specify the type of ground cover to be used on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Loose Aggregate for Ground
Cover (Type Specified)" |
CY |
REFERENCE ITEMS
None
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5047 - LANDSCAPE BOULDERS
SPECIFICATION REQUIREMENTS
1) The locations for the placement of landscape boulders must be shown on the plans.
2) The type and approximate dimensioned sizes of material to be used for the landscape boulders
should be specified on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Landscape Boulders" |
TON, EA |
REFERENCE ITEMS
None
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5048 - PIT AND QUARRY TREATMENT
SPECIFICATION REQUIREMENTS
1) Locations of pits and quarries to be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Pit and Quarry Treatment" |
LF |
REFERENCE ITEMS
None
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5052 - REMOVING TRAFFIC BARRIER (WOOD POST AND CABLE)
SPECIFICATION REQUIREMENTS
1) Locations of traffic barrier (wood post and cable) to be removed must be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Removing Traffic
Barrier (Wood Post and Cable)" |
LF |
REFERENCE ITEMS
None
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5087 - HEX-FOAM SANDWICH SYSTEM CRASH CUSHIONS
SPECIFICATION REQUIREMENTS
1) The locations for the installation of the Hex-Foam Sandwich System crash cushions must be shown
on the plans.
2) Two support legs for the nose cover shall be shown on the plans.
3) Dimensions and detailed material requirements must be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Hex-Foam Sandwich
System Crash Cushions (Bridge Structure |
EA |
|
Type) (width) (number
of bays) (type of backup structure)" |
|
2) |
"Hex-Foam Sandwich
System Crash Cushions (Roadway Type) |
|
|
(width) (number
of bays) (type of backup structure)" |
EA |
REFERENCE ITEMS
(421)
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5123 - DEBRIS REMOVAL
SPECIFICATION REQUIREMENTS
None
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Debris Removal" |
HR |
2) |
"Debris Removal
(Type of Equipment Specified)" |
HR |
REFERENCE ITEMS
None
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5145 - SANDBAGS FOR EROSION CONTROL
SPECIFICATION REQUIREMENTS
1) The locations of the sandbags or sandbag/dams can be shown on the plans or as directed
by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Sandbags" |
EA |
2) |
"Sandbag Berms/Dams
(Height Specified)" |
LF |
REFERENCE ITEMS
(5004)
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5166 - BRAKEMASTER SYSTEM
SPECIFICATION REQUIREMENTS
1) All materials shall be new and conform to the details shown on the plans. Location(s) for
the Brakemaster System must be shown on the plans.
2) The following Statewide Standard Details Sheets are required for the installation details
for the Brakemaster System:
BRST(1)-94 Brakemaster System Terminal Details
BRST(2)-94 Brakemaster System Terminal Details
3) The Brakemaster system shall be fabricated and installed in accordance with the details
shown on the plans. Further information regarding assembly and installation may be
obtained from the manufacturer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Brakemaster
System" |
EA |
REFERENCE ITEMS
None
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5205 - ASPHALT SAMPLING
SPECIFICATION REQUIREMENTS
1) All measuring and blending equipment, sampling port and their locations must be
approved by the Engineer.
2) The Engineer may elect to witness the collection of any or all samples.
OPTIONAL REQUIREMENTS
None
PAYMENT MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(520)
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5249 - TEMPORARY SEDIMENT CONTROL FENCE
SPECIFICATION REQUIREMENTS
1) Location of the temporary sediment control fence can be shown on the plans or as
directed by the Engineer.
2) Must include the following Statewide Details Sheet for the details and installation of
temporary sediment control fence:
EC(1)-93 Temporary Erosion, Sediment and Water Pollution Control
Measure (Fence & Baled Hay)
3) The removal of accumulated sediment deposits will be measured and paid for under
the pertinent bid items of Special Specification, "Earthwork for Erosion Control".
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Temporary Sediment Control
Fence" |
LF |
2) |
"Temporary Sediment Control
Fence (Removal and Replace)" |
LF |
3) |
"Temporary Sediment Control
Fence (Removal)" |
LF |
REFERENCE ITEMS (5004) Go to Top 5267 - REMOVING SINGLE GUARDRAIL TERMINALS SPECIFICATION
REQUIREMENTS
1)
The locations for removing single guardrail terminals shall be as shown
on the plans.
2)
The Contractor will not be required to haul the salvaged material beyond
the limits of the project unless otherwise shown
on the plans. OPTIONAL
REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Removing Single Guardrail
Terminals" |
EA |
REFERENCE
ITEMS
None
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5356 - VEHICULAR IMPACT ATTENUATOR ASSEMBLIES (SAND-FILLED PLASTIC BARRELS)
SPECIFICATION REQUIREMENTS
1) The locations for the installation of vehicle impact attenuator assemblies can be shown on the plans or as
directed by the Engineer.
2) The following sheet can be used for the design guidelines and typical module arrays for the installation
of vehicular impact attenuator assemblies for sand filled plastic modules: (This sheet must be sealed,
signed and dated by the responsible Engineer)
- VIA (SFPM) Vehicle Impact Attenuator (Sand Filled Plastic Modules)
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Vehicular Impact Attenuator
Assembly Barrels" |
EA |
2) |
"Vehicular Impact Attenuator
Assembly Barrels (Move and Reset)" |
EA |
3) |
"Vehicular Impact Attenuator
Assembly Barrels (Remove)" |
EA |
REFERENCE ITEMS
None
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5404 - MILLED SHOULDER TEXTURING
SPECIFICATION REQUIREMENTS
1) Limits and/or locations to receive the textured shoulders on the finished surface of asphaltic concrete
pavement or Portland cement concrete by use of a milling machine must be shown on the plans.
2) The rumble strips shall be placed at a distance from the edge of the travel lanes as shown on the
plans or as directed by the Engineer. A minimum of 6 feet shall be left on the outside of the outside
shoulder.
3) The following Statewide Standard Details Sheet is required for the design details for milled
shoulder texturing:
- ST(1)-99 Depressed Shoulder Texturing
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Milled Shoulder
Texturing" |
LF |
REFERENCE ITEMS
None
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5405 - ROLLED-IN SHOULDER TEXTURING
SPECIFICATION REQUIREMENTS
1) Limits and/or locations to receive the textured shoulders on the surface of the asphaltic concrete
pavement by use of a roller must be shown on the plans.
2) The distance the rolled-in shoulder texturing should be placed from the outside edge of the edgeline
shall be between 4 and 6 inches. This distance will be as specified on the plans or as directed by
the Engineer. A minimum of 5 1/2 feet shall be left untextured on the outside of the outside shoulder.
3) The following Statewide Standard Details Sheet is required for the design details for rolled-in
shoulder texturing:
- ST(1)-99 Depressed Shoulder Texturing
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Rolled-In Shoulder
Texturing" |
LF |
REFERENCE ITEMS
None
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