1995 Statewide Special Specifications
(Items 5028 to 5477)
Last Update (01/26/2004)
Click here to return to Index Page
Table Of Contents
ITEM NO. - TITLE AND REQUIREMENTS
5028 - 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)(M) 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
Go to Top
5032 - GABIONS AND GABION MATTRESS
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
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Gabion Mattresses (Thickness
Specified) (Specify Basket-Wire Coating)" |
M2 |
2) |
"Gabion Mattresses (Specify Basket-Wire
Coating)" |
M3 |
3) |
"Gabions (Specify Basket-Wire
Coating)" |
M3 |
REFERENCE ITEMS
None
Go to Top
5039 - 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" |
M2 |
REFERENCE ITEMS
None
Go to Top
5046 - 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 distance the rumble strips should be placed from the edge of the travel lane will
be between 100 and 200 millimeters. This distance will be as specified on the plans
or as directed by the Engineer.
3) The following Statewide Standard Details Sheet is required for the design details for
milled shoulder texturing:
- ST(1)-99(M) Depressed Shoulder Texturing
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Milled Shoulder Texturing" |
M |
REFERENCE ITEMS
None
Go to Top
5047 - 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 travel lane will be between 100 and 200 millimeters. This distance will be as specified
on the plans or as directed by the Engineer.
3) The following Statewide Standard Details Sheet is required for the design details for
rolled-in shoulder texturing:
- ST(1)-99(M) Depressed Shoulder Texturing
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Rolled-In Shoulder Texturing" |
M |
REFERENCE ITEMS
None
Go to Top
5048 - TEXTURED SHOULDERS USING TRAFFIC BUTTONS
SPECIFICATION REQUIREMENTS
1) Limits and/or locations to receive the placement of traffic buttons for texturing the finished
surface of the shoulder must be shown on the plans.
2) The distance the traffic buttons should be placed from the outside edge of the travel lane
will be between 100 and 200 millimeters. This distance will be as specified on the plans or
as directed by the Engineer.
3) The non-reflectorized traffic buttons will be of the class and/or type as specified on the plans.
4) The following Statewide Standard Details Sheet is required for the design details for textured
shoulders using traffic buttons:
- ST(2)-99(M) Shoulder Texturing (Using Pavement Markings)
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Textured Shoulders Using Traffic
Buttons (Class or Type of Traffic |
|
|
Buttons Specified)" |
M |
REFERENCE ITEMS
(672, 677)
Go to Top
5078 - 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)" |
M3 |
REFERENCE ITEMS
None
Go to Top
5090 - TRANSPORTING SALVAGED ITEMS
SPECIFICATION REQUIREMENTS
1) Storage sites can be designated on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Transporting Salvaged Items (Type
Indicated)" |
LS |
REFERENCE ITEMS
None
Go to Top
5096 - 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)" |
M |
REFERENCE ITEMS
None
Go to Top
5098 - QUADGUARD SYSTEM
SPECIFICATION REQUIREMENTS
1) The length of the quad-corrugated beam weldment shall match the nominal width
of the crash cushion (either 610 mm, 760 mm or 915 mm) as shown on the plans.
2) The width, type and the number of bays must be shown on the plans for the
QuadGuard System.
3) Locations for the placement of the QuadGuard Systems must be shown on the plans.
4) Must include the following Statewide Standard Details Sheet for the fabrication
and installation of the QuadGuard System:
- QUAD(N)-99(M) QuadGuard System (Narrow)
- QUAD(W)-99(M) QuadGuard System (Wide)
5) When moving and resetting temporary QuadGuard Systems, the new location of the
QuadGuard System must be shown on the plans when either moving it from a stockpile
and resetting it at a location on the highway or moving it from an existing location on
the highway and resetting it at a new location on the highway.
6) When the QuadGuard System is no longer required on the project, it will be removed
from the existing location on the highway and stockpiled at a designated location shown
on the plans or as directed by the Engineer.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"QuadGuard System (Width
and Type Specified) (Number of Bays Specified)" |
EA |
2) |
"QuadGuard System (Move and Reset) (Width
and Type Specified) |
|
|
(Number of Bays Specified)" |
EA |
3) |
"QuadGuard System
(Remove) (Width and Type Specified) |
|
|
(Number of Bays Specified)" |
EA |
REFERENCE ITEMS
(421)
Go to Top
5103 - CRASH-CUSHION ATTENUATING TERMINAL
SPECIFICATION REQUIREMENTS
1) The locations for the installation of crash-cushion attenuating terminals must be
shown on the plans.
2) The following Statewide Standard Details Sheets must be included in the plans
for the details and installation of the crash-cushion attenuating terminal:
- CATGR(1)-97(M) Crash Cushion Attenuating Terminal (Guardrail) (2 sheets)
and CATGR(2)-97(M)
- CATCB(1)-97(M) Crash Cushion Attenuating Terminal (Concrete Barrier)(2 sheets)
and CATCB(2)-97(M)
3) The following Statewide Standard Details Sheet must be included in the plans to show
the details of the object marker which shall be installed on the front of the terminal:
- D&OM(VIA)-98 Delineators & Object Markers for Vehicle Impact Attenuators
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Crash-Cushion Attenuating Terminal |
EA |
REFERENCE ITEMS
(540)
Go to Top
5104 - METAL THRIE-BEAM GUARD FENCE
SPECIFICATION REQUIREMENTS
1) The locations for the installation of metal thrie-beam guard fence can be shown
on the plans or as directed by the Engineer.
2) The dimensions and/or details of the rail elements should be of the thrie-beam
type or of a transition from the W-beam to thrie-beam type and should be shown
on the plans or the following Statewide Standard Details Sheets can be included in
the plans for the details of metal thrie-beam guard fence:
- CATCB(1)-97(M) Crash Cushion Attenuating Terminal (Concrete Barrier)
and CATCB(2)-97(M)
- BRST(2)-95(M) Brakemaster System Terminal Details
3) The dimensions and types of posts (timber or steel) to support the metal thrie-beam
rail element must be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Metal Thrie-Beam Guard Fence (Gauge
Specified)" |
M |
2) |
"Metal Thrie-Beam Guard Fence
(Barrier) (Gauge Specified)" |
M |
3) |
"Metal Thrie-Beam Guard Fence
(Barrier) (Blockout) (Gauge Specified)" |
M |
4) |
"Metal Thrie-Beam Guard Fence
(Blockout) (Gauge Specified)" |
M |
REFERENCE ITEMS
(540)
Go to Top
5108 - 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" |
MGR, EA |
REFERENCE ITEMS
None
Go to Top
5134 - TRANSITION END TREATMENT
SPECIFICATION REQUIREMENTS
1) Installation location shall be shown on the plans.
2) Details shall be shown on the the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Transition End Treatments" |
EA |
REFERENCE ITEMS
(441)
Go to Top
5162 - TRANSPORTABLE CELLULAR TELEPHONES
SPECIFICATION REQUIREMENTS
1) The number of transportable cellular telephones (TCT's) needed on a project will be
as shown on the plans.
2) The type of TCT's will be as shown on the plans or as approved by the Engineer.
3) To include this Item in a project, it must be added to the Specification List as a
Reference Item to either Item 504, if a field office and/or laboratory is required on
the project, or to Item 500.
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
This Item will be paid for at the invoice amount plus five (5) percent.
REFERENCE ITEMS
None
Go to Top
5166 - RAISING METAL BEAM GUARD FENCE RAIL ELEMENTS
SPECIFICATION REQUIREMENTS
1) Must specify the construction method class on the plans.
2) Must include the following Statewide Standard Details Sheet for the required height
of the existing metal beam guard fence:
MBGF-03(M) Metal Beam Guard Fence
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Raising Metal Beam Guard Fence Rail
Elements (Class 1)" |
M |
2) |
"Raising Metal Beam Guard Fence Rail
Elements (Class 2)" |
M |
3) |
"Raising Metal Beam Guard Fence Rail
Elements (Class 3)" |
M |
REFERENCE ITEMS
(445, 540)
Go to Top
5170 - 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.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Asphaltic Concrete Curb" |
M |
REFERENCE ITEMS
(3117)
Go to Top
5174 - DEAD END ROADWAY BARRICADE
SPECIFICATION REQUIREMENTS
1) The locations of the dead end barricades can be shown on the plans or as
directed by the Engineer.
2) The following Statewide Standard Details Sheets is required for the construction
and installation details of the dead end roadway barricade:
- DERD-97(M) Dead End Roadway Details
3) Signs, sign supports, and chevrons, when required by the plans, will be paid for under
Item 644, "Small Roadside Sign Assemblies".
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Dead End Roadway Barricade" |
M |
REFERENCE ITEMS
None
Go to Top
5263 - COLORED-TEXTURIZED CONCRETE
SPECIFICATION REQUIREMENTS
1) Furnish and place as shown on the plans.
2) Graduation for course aggregate as shown on the plans.
3) Color shall be shown on the the plans.
4) Surface pattern to be shown on the plans.
5) Specify thickness in pay item description.
6) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Colored-Texturized Concrete
(Depth Specified)" |
M2 |
REFERENCE ITEMS
(110, 132, 400, 420, 421, 437)
Go to Top
5288 - LANDSCAPE PAVERS
SPECIFICATION REQUIREMENTS
1) The locations for Landscape Paving Units shall be as shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Landscape Pavers" |
M2 |
REFERENCE ITEMS
(247, 421)
Go to Top
5350 - QUADGUARD ELITE
SYSTEM
SPECIFICATION REQUIREMENTS
1) The locations for Quadguard Elite System installation shall be as shown on
the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Quadguard Elite System (Width, Type,
Number of Bays Specified)" |
EA |
2) |
"Quadguard Elite System (Move &
Reset) |
|
|
(Width, Type, Number of Bays Specified)" |
EA |
3) |
"Quadguard Elite System (Remove) (Width,
Type, Number
of Bays Specified)" |
EA |
REFERENCE ITEMS
(421)
Go to Top
5381 - EPOXY AND
ADHESIVES
SPECIFICATION REQUIREMENTS
1) The locations for Epoxy and Adhesives shall be as shown on the plans.
OPTIONAL REQUIREMENTS
None
MEASUREMENT AND PAYMENT
Subsidiary to the various bid items.
REFERENCE ITEMS
None
Go to Top
5403 - MODULAR GLARE SCREENS FOR HEADLIGHT
BARRIER
SPECIFICATION REQUIREMENTS
1) The locations for Modular Glare Screens shall be as shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Modular Glare Screens" |
M |
2) |
"Modular Glare Screens (Move and Reset)" |
M |
3) |
"Modular Glare Screens (Remove)" |
M |
REFERENCE ITEMS
None
Go to Top
5419 - SINGLE GUARDRAIL
TERMINAL
SPECIFICATION REQUIREMENTS
1) The locations for Single Guardrail Terminal shall conform to the details
shown
on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Single Guardrail Terminal" |
EA |
2) |
"Single Guardrail Terminal (Move and Reset)" |
EA |
3) |
"Single Guardrail Terminal (Remove)" |
EA |
REFERENCE ITEMS
(540)
Go to Top
5426 - TRINITY ATTENUATING CRASH CUSHION
SYSTEM
SPECIFICATION REQUIREMENTS
1) The locations for Crash Cushion Systems shall conform to the details shown
on
the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"TRACC (Type Specified)" |
EA |
2) |
"TRACC (Move and Reset) (Type Specified)" |
EA |
3) |
"TRACC (Remove) (Type Specified)" |
EA |
REFERENCE ITEMS
(421, 440)
Go to Top
5433 - CURB RAMP AND LANDING
SPECIFICATION REQUIREMENTS
1) The locations for Curb Ramp and Landings shall be in conformance with the
details
shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Curb Ramp and Landing
(Type Specified)" |
EA |
REFERENCE ITEMS
(104, 360, 420, 421, 437, 440, 526)
Go to Top
5440 - RIDE QUALITY FOR PAVEMENT
SURFACES
SPECIFICATION REQUIREMENTS
1) The finished Surface of the Pavement shall be smooth and true to the
established line,
grade and cross section shown on the plans.
2) Surface Test Type B shall apply longitudinally along the finished riding
surface of all
travel lanes unless Surface Test A is shown on the plans. When shown on
the plans,
Surface Test Type B shall apply longitudinally along the finished riding surface of all
travel lanes except service roads or other excluded areas. Surface Test Type B may
be required on
service roads and other areas excluded by the specification if called
for on the plans.
OPTIONAL REQUIREMENTS
None
MEASUREMENT AND PAYMENT
Subsidiary to the various bid items.
REFERENCE ITEMS
None
Go to Top
5455 - REUSABLE ENERGY ABSORBING CRASH TERMINAL
(REACT 350)
SPECIFICATION REQUIREMENTS
1) The locations for the installation of REACT 350 must be shown on
the plans.
2) The following Statewide Standard Details Sheets must be
included in the plans for the details and installation of the
REACT 350:
- REACT (N) -03(M) Reusable
Energy Absorbing Crash Terminal (Narrow REACT 350) (2 sheets)
- REACT (W)-03(M)
Reusable Energy Absorbing Crash Terminal (Wide REACT 350)
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"REACT 350 (Type Specified)" |
EA |
2) |
"REACT (Remove and Reset)' |
EA |
3) |
"REACT (Remove)" |
EA |
REFERENCE ITEMS
(421)
Go to Top
5456 - SINGLE-SIDED CRASH CUSHION (BEAT-SSCC)
SPECIFICATION REQUIREMENTS
1) The locations for the installation of box beam bursting energy
absorbing terminal--single-sided crash cushion must be shown on the
plans.
2) The following Statewide Standard Details Sheets must be
included in the plans for the details and installation of the
single-sided crash cushion:
- SSCC-03(M) Single
Sided Crash Cushion Details (BEAT-SSCC)
3) The following Statewide Standard Details Sheet must be included
in the plans to show the details
of the object marker which shall be installed
on the front of the terminal:
- D&OM (VIA)-98
Delineators & Object Markers for Vehicle Impact Attenuators
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"BEAT-SSCC" |
EA |
2) |
"BEAT-SSCC (Mover & Reset)' |
EA |
3) |
"BEAT-SSCC (Remove) |
EA |
REFERENCE ITEMS
(658)
Go to Top
5477 - COMPUTER EQUIPMENT
SPECIFICATION REQUIREMENTS
1) The locations for computer equipment shall be in accordance with the details
shown
on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Desktop Microcomputer" |
EA |
2) |
"Laptop Microcomputer" |
EA |
3) |
"Printer" |
EA |
4) |
"Internet Service Provider" |
EA |
REFERENCE ITEMS
None
Go to Top
|