INDEX FOR 2010 SSPs Updated Date 03-03-17 2010 SSP No. Owner Code Category & Date Description Instructions for Sections SN-000 OCS A 05-20-11 -- Special Notice Heading. Do not add. Inserted by boilerplate merge. SN-004 OCS A 02-27-15 Do not add. Inserted by boilerplate merge. SN-008 OCS A 12-02-16 Special Notice Do not add. Inserted by boilerplate merge. SN-012 OCS A 05-20-11 -- Canceled. No longer required. SN-020 OCS A 05-20-11 -- Use if the district anticipates felling and removal of timber from within the project limits. SN-220 OCS A 05-20-11 -- Use for a project with a mandatory prebid meeting. Do not add. Inserted by boilerplate merge. SN-310 OCS A 05-20-11 -- Use for a project with an estimated cost less than $200 million with a 60-day award period. Do not add. Inserted by boilerplate merge. SN-312 OCS A 05-15-15 Use for a project with a plant establishment period of more than 1 year. SN-315 OCS A 05-20-11 -- Use for a contract with an early return of documents and early start of work. Do not add. Inserted by boilerplate merge. SN-410 OCS A 01-20-17 -- Use for a project with minimum financing in the 2016- 2017 FY budget. Do not include for bid openings after the 2017-2018 FY budget becomes law. SN-935 OCS A 05-20-11 -- Use for a BATA project that will not be funded until after bid opening. StdPln OCS A 01-20-17 Standard Plans List USE WITH 2010 STANDARDS. Canceled_StdPl n OCS A 01-20-17 Canceled Standard Plans List Do not add. This Canceled Standard Plans List is hard coded in the boilerplate template. RSS OCS A 03-03-17 Use in all projects. Do not add. Inserted by boilerplate merge. SP_TEMPLATE OCS A 07-19-13 Insert special provisions between corresponding headings and caret separations. Delete headings and carets if you do not insert special provisions between them. Do not use a reserved heading without authorization from the OCCS Chief. Insert the Standard Plan List at the top of this document. Unless an SSP instructs otherwise, use the following
Transcript
INDEX FOR 2010 SSPs Updated Date 03-03-17
2010 SSP No.Owner Code
Category& Date Description Instructions for Sections
SN-000 OCS A05-20-11 -- Special Notice Heading.Do not add. Inserted by boilerplate merge.
SN-004 OCS A02-27-15 Do not add. Inserted by boilerplate merge.SN-008 OCS A12-02-16 Special Notice Do not add. Inserted by boilerplate merge.SN-012 OCS A05-20-11 -- Canceled. No longer required.SN-020 OCS A05-20-11 -- Use if the district anticipates felling and removal of timber from within the
project limits.SN-220 OCS A05-20-11 -- Use for a project with a mandatory prebid meeting.
Do not add. Inserted by boilerplate merge.SN-310 OCS A05-20-11 -- Use for a project with an estimated cost less than $200 million with a 60-
day award period.Do not add. Inserted by boilerplate merge.
SN-312 OCS A05-15-15 Use for a project with a plant establishment period of more than 1 year.SN-315 OCS A05-20-11 -- Use for a contract with an early return of documents and early start of
work.Do not add. Inserted by boilerplate merge.
SN-410 OCS A01-20-17 -- Use for a project with minimum financing in the 2016-2017 FY budget. Do not include for bid openings after the 2017-2018 FY budget becomes law.
SN-935 OCS A05-20-11 -- Use for a BATA project that will not be funded until after bid opening.StdPln OCS A01-20-17 Standard Plans List USE WITH 2010 STANDARDS.
Canceled_StdPln OCS A01-20-17 Canceled Standard Plans List Do not add. This Canceled Standard Plans List is hard coded in the boilerplate template.
RSS OCS A03-03-17 Use in all projects. Do not add. Inserted by boilerplate merge.SP_TEMPLATE OCS A07-19-13 Insert special provisions between corresponding headings and caret
separations. Delete headings and carets if you do not insert special provisions between them. Do not use a reserved heading without authorization from the OCCS Chief.Insert the Standard Plan List at the top of this document.Unless an SSP instructs otherwise, use the following editing instructions for all SSPs:1. Do not delete a section of an SSP. If a section is not used under the instructions of the SSP, (1) leave the heading unedited, (2) write "Not Used" under the heading, and (3) strike and hide the text of the section.2. Renumber a list if an item other than the last is deleted.3. If 1 item remains after deleting items in a list and the clause introducing the list becomes incorrect, combine the remaining item with the clause introducing the list. Exception: Do not combine 1 listed item and change an introduction for a grammatical correction (e.g., do not change plural pronouns and verbs to their singular forms).4. Use the style Comments for any editing notes you add. Limit your use of editing notes.
1-1.01 OCS A01-20-17 Use for any bid item that has a code that does not correspond to the
Category& Date Description Instructions for Sections
specification section number.Un-strike-and-hide applicable rows.Add a row for any bid item that has a code that does not correspond to the specification section number.For a nonstandard bid item, use an item code that corresponds to the specification section number and add an A to the code (e.g., 801000A). DES-PPRM-OE will convert the number to a one-time-use number.
1-1.07B OCS A01-23-15 Section 1-1.07B. Use for an informal-bid contract with a 7-day work week or for a project requiring a 7-day work week to accelerate the work.Use the 1st revision if Saturdays and holidays are working days and delete the 2nd revision.Use the 2nd revision if Saturdays, holidays, and adverse-weather days are working days and delete the 1st revision.
1-1.09 OCS A01-20-17 Use in a freeze-thaw area. Confirm use with the designer. Freeze-thaw areas are shown in Bridge Memo to Designers 8-2.
2-1.06B OE A01-20-17 Use if supplemental project information is available.List available supplemental project information.If railroad relations and insurance requirements are available, insert Railroad Relations and Insurance Requirements in the 1st row.If water use is restricted and the project requires 100,000 gal or more of water for nonlandscaping work, insert Water source information in the 1st row.If water allowance calculations for landscaping are available, insert Maximum Applied Water Allowance Calculations for New and Rehabilitated Landscapes in the 1st row.If cross sections are available, insert Cross sections in the 2nd row.If bridge as-built drawings are available, insert Bridge as-built drawings in the 2nd row.If logs of test borings are available, insert Logs of test borings in the 3rd row.Insert the telephone number in the 5th row.
For a District 10 project, insert (209) 948-7934.For districts other than 5, 6, and 10, insert the telephone number
to call to schedule a viewing date.Insert the location and telephone number in the 6th row.
For a District 5 project, insert1150 LAUREL LN STE 175SAN LUIS OBISPO CA(805) 549-3116.For a District 6 project, insert2015 E SHIELDS AVE STE 100FRESNO CA(559) 230-3115
Category& Date Description Instructions for Sections
Add rows as necessary. Delete nonapplicable rows.2-1.09 LS A05-15-15 Use for a project with a plant establishment period of more than 1 year.
Insert the estimated value of the plant establishment work.3-1.04 OE A05-20-11 Use for a project with an estimated cost less than $200 million with a 60-
day award period or an informal-bid contract.3-1.18 OE A02-27-15 Use for a same-day-award contract or a contract with an early return of
documents and early start of work.5-1.09A CS A05-20-11 -- Use for a project with an estimated cost over $10 million and with 100 or
more working days.5-1.20A CS A04-19-13 -- Use if work under other contracts is at or near the job site. Identify the
other contracts. In the 3rd column, insert (1) the city for a project within city limits and (2) a distance from a physical landmark such as an intersection or a bridge for a project not within city limits. Add or delete rows as necessary.
5-1.20C RA A07-20-12 Use if requested by Railroad Agreements. Insert location.5-1.20D CS A05-20-11 Occupied Improvements within
the Right-of-WayUse for right-of-way parcels that have not been cleared and may be occupied.
5-1.20E LS A05-30-14 Use if the project requires water meter charges.5-1.20F LS A05-30-14 Use as a water conservation measure for landscape irrigation if a water
meter is being installed. This SSP requires the Contractor to pay the water bill for landscape irrigation for new water meters. Edit as necessary for project-specific requirements. Refer to chapter 29 of the PDPM for use of this SSP.
5-1.24 CS A01-20-17 Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for construction surveys for automated machine guidance.
5-1.25 CS A01-20-17 Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for automated machine guidance.
5-1.26 CS A01-20-17 Use if a project has more than 5,000 cu yd of earthwork construction to specify the requirements for grade quality control for automated machine guidance.
5-1.36C(3) DE A01-20-17 Use if utilities are to be relocated during construction or if utilities are involved with pile driving, drilling, or substructure construction.
5-1.37B(3) CS A05-20-11 Use if (1) a bridge with a material hauling equipment lane is over 400 feet long (2) if the designer allows more than 1 piece of equipment on the bridge at one time. Insert number of pieces provided by designer.
6-2.03 CS A07-20-12 Use for Department-furnished materials.Add items as necessary.Delete any item not furnished by the Department.Change Model 170 controller assembly as applicable.Insert the plant numbers as shown on the plans and address where the Contractor is to pick them up
Category& Date Description Instructions for Sections
7-1.02K(6)(e) BR A01-15-16 Scaffolding Use if scaffolding may be used and if the scaffolding would be constructed (1) over traffic, (2) on or suspended from a bridge, or (3) within a distance equal to the scaffolding height plus 6 feet from the edge of a traveled way open to traffic. Use for work on existing structures, retrofit work, bridge painting, etc. New bridges will most likely not require this specification. Do not use for soundwalls, retaining walls, or buildings. If uncertain, check with OSC.
7-1.02K(6)(j)(iii) EH A01-18-13 Earth Material Containing Lead Use if:1. Earth material will be disturbed2. Work could result in lead exposure3. Earth material is not a hazardous waste4. Earth material does not require disposal in a permitted landfillActivities that disturb earth material and could result in lead exposure include clearing and grubbing, excavating, trenching, grading, drilling, planting, constructing foundations, installing signs, and installing posts. Driving vehicles on unpaved surfaces is not included because it is covered by dust control specifications.Consult with the district hazardous waste technical specialist regarding use and editing of this SSP.
7-1.02M(2) CS A05-20-11 Fire Prevention Use if requested by the district and under the applicable forest service permit.
8-1.02C CS A05-20-11 Use for a project with an estimated cost from $1 to $5 million and over 250 working days if requested by the district.
8-1.04C CS A01-15-16 Section 8-1.04C. Use for a project (1) with an estimated cost of $5 million or more and with 200 or more working days, (2) that requires a SWPPP, or (3) if par. 1 of SSP 59-2.01C(2), requiring SSPC QP certification, is used.Do not use this SSP for maintenance or building projects.Obtain concurrence from the district or region construction deputy director or chief if you are:1. Not using the SSP in a project complying with the SSP instructions2. Using the SSP in a project not complying with the SSP instructions3. Changing the 55-day period4. Adding or deleting submittals to par. 3 or 6 except as described in the instructionsUse for a delayed start to procure materials as a first activity in the sequence of construction. For this case, the project need not comply with the above instructions and concurrence from the district or region construction deputy director or chief is not required.
8-1.04D OE A10-19-12 Use for an early return of documents and early start of work. Use only with approval by DES-OE Contract Awards and Services.
8-1.04E OE A10-19-12 Use for an informal-bid contract.
Category& Date Description Instructions for Sections
8-1.04F CS A10-19-12 Flexible Start Use for a highway maintenance or Minor A project with 50 working days or less.
8-1.04G OE A01-20-17 Potential Budget Impasse Start Use for a project with minimum financing in the 2016-2017 FY budget. Do not include for bid openings after the 2017-2018 FY budget becomes law.
8-1.10A CS A08-05-11--
Use for a cost-plus-time contractIn the 1st blank, insert the RUC. In the 2nd blank, insert the route number on which the RUC was based.
8-1.10B CS A05-20-11 Use for a work part that must be completed within a specified time.Insert work part, time, and damages. Use a similar clause for each work part that must be completed within a specified time.
8-1.10C CS A05-20-11 Use for a work part that must be completed by a specified date.Insert work part, date, and damages. Use a similar clause for each work part that must be completed by a specified date.
9-1.16C CS A01-20-17 Use for a project that has (1) at least 90 working days except plant establishment or permanent erosion control establishment, (2) an estimated cost exceeding the minor B threshold, and (3) items shown in section 6.13 of the Construction Contract Development Guide. Insert any item that has (1) a material value of at least $1,000 for a project with an estimated cost of less than $1 million or (2) a material value of at least $5,000 for a project with an estimated cost of over $1 million.
9-1.16D(1) CS A07-19-13 Use for a project over water requiring marine access that has a contract amount over $25 million. Use bid item code 999991, Mobilization (Marine Access).
10-1.02 CS A04-15-16 Use for specifying a construction sequence not associated with a specific construction specification. (For a sequence associated with a specific construction specification, place the sequence in the section that specifies the work to be constructed first.)
10-1.03 cs A01-20-12 Use for specifying a time constraint not associated with a specific construction specification. (For a time constraint associated with a specific construction specification, place the constraint in that section.)
10-6.02 DM A04-19-13 Use for a water-filled cofferdam.11-3.02A BR A07-20-12
--Use for welding QC for work not already covered in sections 49, 52, 55, 75-1.03C, and 99-05120 for which welding quality control is to apply. List the specific description of work This work must be structural in nature and compliance with this section has been requested by OSD or METS.
12-2 TD A01-20-17 Construction Project Funding Signs
Except seal coat, surfacing, and seismic projects, use on all projects with an estimated contract cost of $750,000 or more and 50 working days or more. Use 70 working days minimum when Saturdays or holidays are counted as working days. Do not count plant establishment days or permanent erosion control establishment days.
12-3.05 TT A05-20-11 Portable Flashing Beacons Use if portable flashing beacons are specified or shown.12-3.06B(1) TT A04-19-13 Use to specify retroreflective, nonfluorescent-orange construction area
Category& Date Description Instructions for Sections
signs instead of retroreflective, fluorescent-orange construction area signs. Consult with District Traffic.
12-3.08B(2) TS A05-20-11 Type K Temporary Terminal Section
Use for a connection between Type K temporary railing and Type 50 concrete barrier.
12-3.12C TT A05-20-11 -- Use (1) to specify a start time for portable changeable message signs, (2) to specify number and location of portable changeable message signs, or (3) for newly installed traffic signals.
12-3.13 TT A10-30-15 -- Use (1) for a shadow vehicle in a moving lane closure, or (2) if a shadow vehicle is required to place and remove components of a stationary lane closure.
12-3.14 TT A05-20-11 Temporary Traffic Screen Use if temporary traffic screen is included in the project as a "Gawk" screen and is not on railing separating opposing traffic.
12-3.16 TE A04-15-16 Temporary Signal System Use if temporary signal system is included.12-3.17 TE A04-15-16 Temporary Flashing Beacon
SystemUse if temporary flashing beacon and sign illumination is required.
12-3.18 TO A07-19-13 Automated Work Zone Information System
Use for an automated work zone information system.
12-3.19 TO A10-17-14 PORTABLE TRANSVERSE RUMBLE STRIPS
Section 12-3.19. Use if a traffic control system for a lane closure on a 2-lane conventional highway is required.
12-4.01 TO A05-20-11 -- Use if closures are not allowed or if miscellaneous payment clauses are required.
12-4.02_X1 TO A01-15-16 -- Use if work will be performed over, on , or adjacent to lanes carrying traffic, including contiguous or adjacent shoulders.
12-4.02_X2 TO A07-15-16 -- Use for District 7 freeway projects. Do not use with SSP 12-4.02_X1.12-4.03 TO A07-19-13 -- Include for emergency force account contract, if a contingency plan is
required, or if the estimated damages equal or exceed $6,000 per hour for a mainline segment or a connector closure.
12-4.04_X1 TO A04-19-13 -- Use if designated holidays or special days are included.12-4.04_X2 TO A04-19-13 -- Use if freeway or connector lane closure charts are required for projects
in District 7.12-4.05B_X1 TO A07-19-13 -- Use for multilane highways.12-4.05B_X2 TO A07-19-13 -- Use for freeways and expressways in District 7.12-4.05C_X1 TO A07-19-13 -- Use for complete freeway or expressway closure.12-4.05C_X2 TO A07-19-13 -- Use for complete freeway or expressway closure in District 7.12-4.05D_X1 TO A07-19-13 -- Use for connector closure.12-4.05D_X2 TO A07-19-13 -- Use for connector closure in District 7.12-4.05E_X1 TO A07-19-13 -- Use for ramp closure.12-4.05E_X2 TO A07-19-13 -- Use for ramp closure in District 7.12-4.05F_X1 TO A07-19-13 -- Use for conventional highways.12-4.05F_X2 TO A07-19-13 -- Use for conventional highways in District 7.12-4.05G_X1 TO A07-19-13 -- Use for complete closure on conventional highways.
Category& Date Description Instructions for Sections
12-4.05G_X2 TO A07-19-13 -- Use for complete closure on conventional highways in District 7.12-4.05H TO A07-19-13 City Street Closures Use for city street closures.12-4.05I TO A04-19-13 Allowable Hours of Lane
Closures for Concrete Slab and Approach Slab Replacement
Use for concrete slab and approach slab replacement work in District 7.
12-5_X1 TT A04-15-16 Traffic Control System for Lane Closure
Use for stationary and moving lane closures on (1) multilane highways, (2) multilane highways for seal coat projects, and (3) 2-lane, 2-way highways for seal coat projects.
12-5_X2 TT A10-30-15 Traffic Control System for Lane Closure
Use for stationary lane closures on multilane highways without moving lane closures.
12-5_X3 TT A10-30-15 Traffic Control System for Lane Closure
Use for stationary and moving lane closures on 2-lane, 2-way highways.
12-5_X4 TT A10-30-15 Traffic Control System for Lane Closure
Use for stationary lane closures on 2-lane, 2-way highways without moving lane closures.
12-6.04 TT A07-20-12 Section 12-6.04. Use for ramp closures if lane closures are not required.12-8_X1 TT A01-20-17 Temporary Pavement
DelineationUse if existing pavement delineation will be obliterated on lanes open to traffic and the following:1. The only temporary pavement delineation required on the project is for lane lines, centerlines, and edge lines2. Temporary pavement delineation can be replaced with the planned permanent pavement delineation within 14 days3. Temporary pavement delineation provided in this SSP is sufficient for the type of work involved and anticipated traffic volumes4. Temporary pavement delineation is not shown except for construction detail(s) specifying temporary lane line delineation requiring black contrast marking for white, painted lane lines
Use if (1) existing pavement delineation will be obliterated on lanes opened to traffic and (2) temporary pavement delineation will be in place longer than 14 days but less than 180 days.
13-1.01 WP A01-20-17 Use if the project is located within a tribal reservation subject to federal laws governing water quality.
13-1.01A WP A05-20-11 -- Use for WPCP and SWPPP projects to specify RWQCBs requesting review of the WPCP or SWPPP. Do not use this SSP if the Lahontan RWQCB is the only RWQCB for the project.
13-1.03C WP A10-19-12 -- Use to modify any of the following:1. Inspection schedule for temporary concrete washouts2. Schedule for street sweeping3. Inspection schedule for the active treatment
13-2.01A WP A01-20-12 -- Use for WPCP projects if the project (1) qualifies for an Erosivity Waiver or (2) lies within the Lake Tahoe Hydrologic Unit.
Category& Date Description Instructions for Sections
13-3 WP A01-20-17 -- Use for all SWPPP projects.13-4 WP A07-19-13 Use if PLAC requirements differ from the requirements in section 13-4 for:
1. BMP setbacks2. Dewatering and discharge
13-6.03C WP A05-20-11 -- Use to specify the use of specific types of temporary drainage inlet protection for the project.
13-6.03H WP A05-20-11 -- Use to specify the type of temporary reinforced silt fence. Do not use this SSP if the type is shown on the plans.
13-7.03D WP A05-20-11 -- Use if the project includes a bid item for street sweeping and the requirements in section 13-4.03F are not enough for this project or if more than 1 street sweeper is required.
13-8 WP A05-15-15 -- Use to include regulatory orders or permits that apply to discharge of nonstormwater or other treated water on the project.
13-9.03 WP A05-20-11 -- Use if the temporary concrete washouts may be used to collect different types of waste other than that specified in the 3rd par. of section 13-9.03.
13-10.03A WP A05-20-11 -- Use to specify conditions that would allow the use of gravel-filled bags for temporary drainage inlet protection without Type K temporary railing.
13-11 WP A07-19-13 Water Quality Monitoring Use if water quality monitoring is required by PLACs such as a Section 401 Certification for in-water work. In-water work includes clear water diversions, temporary creed diversions, pile driving, bridge scour repair, etc.
14-1.02A EM A01-20-17 Environmentally Sensitive Area (ESA)
Use if there is an ESA for the management of environmental resources such as archaeological sites, existing vegetation, or biological habitats.Do not edit this SSP to include district biologist approvals or mitigation measures such as revegetation methods or wildlife relocation.
14-2.03A EC A10-19-12 Archaeological Monitoring Area Use if the project archaeologist provides AMA information.14-6.02 EB A10-19-12 Species Protection Use if a district biologist has determined that the project is occurring in or
adjacent to regulated species habitat. Use this SSP to narrow or clarify PLAC conditions or to provide additional specific requirements from the Department. Use this SSP for birds and other species. Use SSP 14-6.03 for only Migratory Birds.
14-6.03A EB A07-20-12 Bird Protection Use if nesting period or radius of discovery differs from section 14-6.03. Add detail for specific species or bird group such as swallows or for specific exclusion issues or devices.
14-6.04 EB A01-23-15 Fish Protection Use if bridge construction is scheduled in a stream channel that contains protected fish.
14-6.05 EB A01-18-13 Contractor Supplied Biologist Use if a district biologist has determined that the project is occurring in or adjacent to a regulated species habitat and species monitoring by Contractor staff is necessary.Do not copy requirements from the biological opinion, streambed alteration agreement, ACOE permit, or other PLACs unless PLAC requirements are not clear and complete or if they require plans or
Category& Date Description Instructions for Sections
specific payment.14-6.06 EB A05-20-11 Species Protection Area Use if the project biologist requires that species protection be performed.14-6.07 EB A10-19-12 Natural Resources Protection
PlanUse if the project biologist determines that a Natural Resources Protection Plan is necessary and if SSP 14-6.05 "Contractor Supplied Biologist" is used.
14-6.08 EB A05-20-11 Biological Resource Information Program
Use if PLACs require a Biological Resource Information Program.
14-6.09 EB A05-20-11 Temporary Wetland Protection Mat
Use if motorized equipment or vehicles need to cross wetlands and permits to use mats have been obtained.
14-7.03 EP A07-19-13 Paleontological Resources Mitigation
Use if paleontological resources mitigation will be performed by a consultant under direct A&E contract with the Department.
14-8.02 EV A05-20-11 Noise Control Use for work in a residential or urban area (1) at night or (2) if night or Sunday noise restrictions exist.
14-9.02A EAQ A01-20-17 Use for the demolition or rehabilitation of a bridge or building requiring notification to the US EPA, California Air Resources Board, APCD, or AQMD to comply with air quality regulations. Do not use this SSP for naturally occurring asbestos, which is not part of a structure.
14-10.01 WP A07-19-13 Use if pick up and removal of litter, trash, and debris differs from section 14-10.01 as required by PLACs.
14-11.03 EH A05-15-15 Material Containing Hazardous Waste Concentrations of Aerially Deposited Lead
Use if material containing aerially deposited lead at concentrations over hazardous waste thresholds is present and will be stockpiled, transported in the right of way, placed within project limits using the DTSC variance, or disposed of in a landfill.
14-11.04 EH A01-18-13 Minimal Disturbance of Material Containing Hazardous Waste Concentrations of Aerially Deposited Lead
Use if the project includes minimal disturbance of areas with hazardous waste concentrations of aerially deposited lead. A minimal disturbance only occurs when there is no excavation and no soil will be removed from the project or wasted in areas other than the immediate area of disturbance.
14-11.07 EH A05-15-15 Remove Yellow Traffic Stripe and Pavement Marking with Hazardous Waste Residue
Use if yellow residue, expected to be a hazardous waste (lead concentration equal to or greater than 1000 mg/kg total lead or 5 mg/l soluble lead), will be produced.
14-11.08 EH A01-20-17 Disturbance of Existing Paint Systems on Bridges
Use if work on an existing structure will disturb the existing paint.
14-11.09 EH A10-30-15 Treated Wood Waste Use if treated wood waste will be generated.14-11.11 EP A01-20-17 Use for the removal and management of asbetos-containing construction
materials in bridges.14-12.03 EM A05-20-11 State Parks Use if the job site includes any portion of a State Park.14-12.04 EM A05-20-11 State Reclamation Board Use if a California State Reclamation Board PLAC has been issued.
Use as required for work located adjacent to or within the limits of areas under the jurisdiction of the State Reclamation Board.
15-1.03B EH A01-18-13 Residue Containing High Lead Concentration Paints
Use if residue from grinding or cold planing contains lead from paint and thermoplastic and the average lead concentrations are less than 1,000
Category& Date Description Instructions for Sections
mg/kg total lead and 5 mg/L soluble lead.15-1.03C TE A05-20-11 Loop Detectors Use if the existing loop detectors could be damaged by work including
grinding, grooving, and installing edge drains.15-2.02B(2) CS A05-20-11 -- Use if obliteration with large lumps with earth cover is not allowed.15-2.02B(3) CS A07-15-16 Cold Planing Asphalt Concrete
PavementUse if planing of existing pavement is required.
15-2.02C(2) EH A01-18-13 Remove Traffic Stripes and Pavement Markings Containing Lead
Use if residue from removing traffic stripes and pavement markings contains lead from the paint or thermoplastic and the average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. Use if removing other colors of paint (white, blue, black, etc.)
15-2.02F CS A05-20-11 Remove Asphalt Concrete Dikes Use if the removal of asphalt concrete dikes is outside the limits of excavation.
15-2.02I BR A01-20-17 Remove Sign Structures Use for removing sign structures.15-2.03A(1) CS A05-20-11 -- Use if the plans do not show which materials or items are salvaged.
15-2.03A(2)(b) CS A05-20-11 Department Salvage Location Use if any materials are salvaged.15-2.03A(4) CS A05-20-11 Payment Use to transfer payment of salvaging to another item.
15-2.03B TS A07-19-13 Salvage Guardrail Use for salvaging anchors, steel foundation tubes, and terminal anchor assemblies from metal beam guard railing.
15-2.03C LS A01-20-12 Salvage Irrigation Facilities Use if the plans do not show which irrigation facility items are salvaged.15-2.04C BR A05-20-11 Reconstruct Sign Structures Use if existing sign structures are to be removed, disassembled, modified,
and reconstructed.15-2.04D TS A07-19-13 Reconstruct Guardrail Use for reconstruction of metal beam guard railing.15-2.04E BR A04-19-13 Reconstruct Metal Bridge Railing Use for reconstructing metal bridge railing.15-2.05B DD A05-20-11 Abandon Manholes Use for abandoning manholes.15-2.05C DD A05-20-11 Abandon Culverts and Pipelines Use for abandoning culverts and pipelines.15-2.05D DD A05-20-11 Abandon Inlets Use for abandoning inlets.15-2.05E BR A05-20-11 Abandon Pedestrian
UndercrossingUse for abandoning pedestrian undercrossings.
15-2.06B BR A05-20-11 Destroy Water Wells Use if water or monitoring wells must be destroyed.15-2.07B BR A05-20-11 Modify Sign Structures Use if (1) modification does not affect the basic framework or structure
and (2) the sign is not relocated.15-2.07E DD A07-19-13 Modify Slotted Pipe Grate Use for modifying slotted pipe by extending the grate.15-2.07F DD A01-18-13 Temporary Pipe Plug Use for temporary pipe plugs.15-2.09B BR A05-20-11 Relocate Sign Structures Use when existing sign structures are to be installed at new locations,
with no modifications except for a new foundation and, if required, electrical connections to new service points.
15-2.10D TS A07-19-13 Adjust Guardrail Use for adjusting metal beam guard railing only where existing pavement surrounds wood posts.
15-3.01 CS A07-19-13 -- Use for:1. Preserving curbs and sidewalks2. Eliminating the option to dispose of concrete on the job site
Category& Date Description Instructions for Sections
3. Restricting disposal of concrete to embankments15-3.03 CS A05-20-11 -- Use if an item must be removed to a depth that is more than 3 feet below
grade and the depth of removal is not shown.15-3.04 CS A05-20-11 -- Use to transfer payment for removing concrete to another bid item.
15-4.01A(2) BR A07-20-12 -- Use to modify requirements for bridge removal plans.15-4.01A(3)(b) BR A05-20-11 -- Use to modify the horizontal design load for bridge removal temporary
bracing and shoring.15-4.01C(1) BR A04-19-13 -- Use if a written description of bridges or portions of bridges to be
removed is desired instead of or in addition to what is shown.15-4.01C(2)(a) BR A05-20-11 -- Use to modify clearances at bridge removal locations.15-4.01C(2)(b) BR A05-20-11 -- Use to modify requirements for protective covers.
15-5.01C(1) BR A10-19-12 -- Use if removing unsound concrete and placing rapid setting concrete patches is change order work.
15-5.01C(2) BR A10-19-12 -- Use for preparing bridge decks for treatments and overlays.15-5.01C(3) BR A05-20-11 -- Use if removing PCC deck surfacing before placing an overlay.15-5.01C(4) BR A04-19-13 -- Use for removing an AC overlay from existing bridges.
15-5.04 BR A05-20-11 -- Use if refinishing bridge decks after removing existing railings, curbs, or sidewalks.
15-5.05 BR A07-18-14 -- Use for applying methacrylate resin treatment to bridges.15-5.06 BR A07-18-14 -- Use for applying polyester concrete overlay to bridges.
15-5.07A(1) BR A05-20-11 -- Use for cored holes that are (1) over 10 feet long and (2) within 6 inches of any reinforcement.
15-5.07B(2) BR A10-19-12 -- Use if the dowels for pressure grouting in cored holes are HS threaded rods.
15-5.08C BR A05-20-11 -- Use for epoxy injecting cracks in concrete.15-5.09A BR A04-19-13 Use if polyester concrete expansion dam work is performed within 100
feet of a residence, business, or public space. Include a bid item for a public safety plan.
15-6.01C(1) DD A05-20-11 -- Use for controlling or diverting groundwater or stream flow during culvert rehabilitation work..
15-6.02 DD A05-20-11 Fill Culvert Voids Use (1) for filling voids during cleaning and (2) if there are not bid items for culvert slurry cement backfill and contact grouting. This may be the case when no geotechnical report is available for the culvert work.
15-6.03 DD A05-20-11 Contact Grouting Use for injecting grout from within the culvert to fill voids between culvert outer wall and the surrounding ground. The culvert must be at least 60 inches in diameter and human entry must be possible.
15-6.04 DD A01-18-13 Concrete Invert Paving Use for paving the invert of an existing culvert with concrete.15-6.05 DD A10-19-12 EPDM Rubber Pipe Joint Seal Use for EPDM Rubber Pipe Joint Seal
15-6.06 DD A04-19-13 Welded Steel Pipeliners Use for installing welded steel pipeliners.15-6.10 DD A07-19-13 Plastic Pipeliners Use for installing plastic pipeliners.
Use for installing machine spiral wound PVC pipeliners with an expandable diameter.
15-6.14 DD A10-19-12 Cementitious Pipeliner Use for adding a lining of cementitious material to a corroded culvert 12 inches to 36 inches in diameter.
16-1.01 CS A10-17-14 Use if removal of existing facilities or improvements is included in the payment for clearing and grubbing and:1. No bid item for remove, salvage, reconstruct, abandon, destroy, modify, reset, relocate, adjust, relay, or remodel is included in section 152. Existing facility is within the clearing and grubbing area3. Existing facility is metal beam guard railing or thrie beam barrier and no bid item is included for new railing or new barrier.
16-1.03A_X1 CS A05-20-11 Use if State-owned property off the job site is to be cleared and grubbed.16-1.03A_X2 CS A05-20-11 Use if a maximum amount of vegetation is to be protected.
16-1.03D CS A05-20-11 Use if vegetation may be disposed of in embankment areas and there is a bid item for clearing and grubbing.
17-1.02 CS A05-30-14 Use for a project in any of the following water conservation categories under the conditions described:1. Water conservation if: 1.1 Project requires 100,000 gal or more of water 1.2 Nonpotable water is readily available2. Mandatory water rationing unless: 2.1 Project requires less than 100,000 gal of water 2.2 Nearest available nonpotable water source is more than 50 miles from the jobsite 2.3 A potable water source agency provides an availability letter3. Severe public drinking water shortage
18 CS A01-15-16 Use for a project in any of the following water conservation categories under the conditions described:1. Voluntary water conservation if any of the following conditions apply: 1.1. Project requires 500,000 gallons or more of water for earthwork 1.2. Project requires public traffic to drive on the subgrade, AS, or AB2. Mandatory water rationing3. Severe public drinking water shortage
19-1.01A CS A07-19-13 -- Use if the estimated cost for any of the following activities is less than $500:1. Clearing and grubbing2. Develop water supply
Category& Date Description Instructions for Sections
3. Finishing roadwayDo not include a bid item for these activities.
19-2.03B CS A05-20-11 -- Use if surplus material must be disposed of outside the project limits.19-2.03G CS A05-20-11 -- Use if after constructing the embankment, the embankment surfaced
must be roughened for the placement of erosion control materials.19-3.01A(1) BR A01-18-13 -- Use if geocomposite drain is shown and is to be included in structure
backfill.19-3.01A(3)(b) BR A01-18-13 -- Use for soil nail walls and ground anchor walls
19-3.02D BR A07-15-16 -- Use for slurry cement backfill.19-3.02G BR A01-18-13 -- Use for soldier pile retaining walls if the minimum cementitious material
content of the concrete backfill is other than 505 lb/cu yd.19-3.03A BR A01-18-13 -- Use for bridge and retaining wall earthwork where removal of unstable
material below the bottom of the footing is required.19-3.03B(1) BR A01-18-13 -- Use if structure excavation (Type D) or (Type DH) is shown and no seal
course is shown. Insert type.19-3.03B(2) BR A01-18-13 -- Use for soldier pile retaining walls if the walls are not built completely from
the top down.19-3.03B(3) BR A01-18-13 -- Use for bridge pier column excavation.19-3.03E(3) BR A01-18-13 -- Use for soldier pile retaining walls with ground anchors if the height for
the compacted backfill is other than 5 feet.19-3.03K BR A01-18-13 -- Use for soil nail or ground anchor walls to require a minimum
compressive strength of the grout and the shotcrete.19-3.04 BR A01-18-13 -- Use for structure excavation and backfill payment clauses.19-4_X1 GS A05-20-11 Rock Excavation Use for a project with rock excavation.
Consult with the Division of Engineering Services - Geotechnical Services to determine if blasting and presplitting is allowed. If rock excavation must be performed with controlled blasting, use SSP 19-4_X2.
19-4_X2 GS A05-20-11 Rock Excavation (Controlled Blasting)
Use for a project with rock excavation.Consult with the Division of Engineering Services - Geotechnical Services to determine if blasting and presplitting is allowed.
19-5.03B CS A05-20-11 -- Use if 90 percent relative compaction is adequate for low volume roadways with a structural section less than 2 feet in depth. Add description of roadway.
19-5.03C CS A05-30-14 Use for a project in any of the following water conservation categories under the conditions described:1. Voluntary water conservation if the project requires 500,000 gallons or more of water for earthwork2. Mandatory water rationing3. Severe public drinking water shortage
19-6.02B GS A05-20-11 -- Use for geosynthetic reinforced embankments.19-6.03B CS A05-20-11 -- Use if subsidence of ground surface is anticipated.19-6.03D BR A05-20-11 -- Use for settlement periods and surcharges.
Category& Date Description Instructions for Sections
19-6.04 CS A05-20-11 -- Use if there is a bid item for embankment. Include SSP 19-6.03B if subsidence is anticipated.
19-7.02B CS A05-20-11 -- Use for specifying locations of local borrow sites19-7.02C CS A05-20-11 -- Use for specifying imported borrow material.19-7.04 CS A01-18-13 -- Use if imported borrow is to be paid for on a theoretical volume basis.
Include SSP 19-6.03B if subsidence is anticipated.19-9 PM A04-18-14 -- Use for shoulder backing.19-10 PM A04-19-13 Subgrade Enhancement Geogrid Use for subgrade enhancement geogrid.
20-1.02C LS A07-19-13 -- Use for pesticides.20-1.03A LS A07-19-13 -- Use to change the requirements for disposing or chipping vegetative
material.20-1.03C LS A11-15-13 -- Use for specifying weed control for roadside clearing and plant
establishment.20-1.03E LS A07-19-13 -- Use if weed germination is required.
20-2.01A(4)(b)(i) LS A07-19-13 -- Use if the Contractor is not to choose the pressure testing method.20-2.01C(2) LS A11-15-13 -- Use to specify different requirements for turf and ground cover for
trenching and backfilling.20-2.03B LS A10-30-15 -- Use to specify a different color for the backflow preventer blanket or
enclosure.20-2.05B LS A07-19-13 -- Use if the Contractor has the option of installing conductors in conduit
instead of using armor-clad conductors.20-2.06B LS A07-19-13 -- Use if additional flow sensor cable required.20-2.07 LS A01-15-16 -- Use for irrigation controllers.
20-2.08C(2)(a) LS A07-19-13 -- Use if directional boring or jack and drill is the preferred conduit installation for welded steel pipe.
20-2.09 LS A07-19-13 -- Use for irrigation supply line if the depth of installation differs from the standards.
20-2.10 LS A07-19-13 -- Use for sprinkler assemblies if the drain grate color and the gravel for filling the drainpipe differs from the standard.
20-2.11 LS A10-30-15 -- Use for valves if any of the following is required:1. Ball valve must be PVC2. Filter cartridge type must be different from the standard3. Factory set pressure for pressure relief valves must be specified4. Selecting a specific material for the remote control valve5. Valve is to be used with recycled water
20-3.01A(3)(b) LS A01-15-16 -- Use if the plants required are not readily available.20-3.01B(2)(b) LS A07-19-13 -- Use if the requirements for cuttings differ from the standards.
20-3.01B(3) LS A07-19-13 -- Use to specify the type of soil amendment or if iron sulfate is required.20-3.01B(9) LS A07-19-13 -- Use for foliage protectors if steel stakes are not allowed.20-3.01C(1) LS A07-19-13 -- Use to specify plants that require root stimulant.20-3.01C(5) LS A01-20-17 -- Use for roadway construction projects without plant establishment or
Category& Date Description Instructions for Sections
permanent erosion control establishment work.20-3.02C(3) LS A07-19-13 -- Use for transplanted trees.20-3.03C(3) LS A04-15-16 -- Use for planting plants to specify planting times for cuttings, liners, plugs,
and seedling plants, if a root stimulant is not required for willow cuttings, and to change the height for mowing sod.
20-4 LS A01-15-16 Use for plant establishment work.20-5.03B LS A07-19-13 -- Use for rock blanket if soil sterilant is not required and rock size differs
from the standard.20-5.03C LS A01-20-17 -- Use for gravel mulch.20-5.03D LS A01-20-17 -- Use for decomposed granite.21-2.02I LS A01-20-17 Use to specify the use of weed-free straw.21-2.02P LS A01-20-17 Use for specifying photodegradable plastic netting, weed-free straw, or
both.21-2.02Q LS A01-20-17 Use if compost sock mesh tube must be plastic. Do not use if endangered
species may become trapped in the plastic mesh tube.21-3 LS A01-20-17 Permanent Erosion Control
Establishment WorkUse for permanent erosion control establishment work.
24-2.03C PM A05-20-11 Use to specify lime application rate and unconfined compressive strength.24-3 PM A07-15-16 Cement Stabilized Soil Use to stabilize soil with cement.25-1 PM A07-15-16 Use for any of the following:
1. Enhancing aggregate subbase with biaxial geogrid.2. Adding processed glass to AS.3. Editing grading and quality requirements for Classes 4 AS4. Adding Class 5 AS requirements.1. Use for enhancing AS with biaxial geogrid.
26-1 PM A07-15-16 Use for any of the following:1. Enhancing aggregate base with biaxial geogrid. Consult "Aggregate Base Enhancement with Biaxial Geogrid for Flexible Pavement Structures" on the METS Web site.2. Adding processed glass to AB.3. Editing processed glass to AB.4. Increasing the 0.50 foot maximum compacted thickness for a compacted layer of AB.5. If the quantity of AB is less than 550 tons.
27-2 PM A07-15-16 Use when CTB is not used under concrete pavement.27-3 PM A07-15-16 Use for cement treatment of in-place material.28-3 PM A07-15-16 Rapid Strength Concrete Base Use to match an existing pavement structure and where reduced cure
times are required.28-4 PM A07-15-16 Lean Concrete Base Rapid
SettingUse under concrete pavement when reduced cure times are desired. Use under asphalt concrete to match an existing structure and when reduced cure times are desired.
Category& Date Description Instructions for Sections
28-5 PM A07-15-16 Concrete Base Use as a base under asphalt concrete pavement.28-15 PM A07-19-13 Concrete Base Use when (1) replacing the existing base in conjunction with an individual
slab replacement and (2) the base and slab replacement must be completed during the same lane closure. Limits for replace base must be shown.
29-1.02B PM A05-20-11 -- Use for ATPB.30-2 PM A07-15-16 Full-Depth Reclamation—
Foamed AsphaltUse to pulverize the existing roadway structure, mix with foamed asphalt, grade, and compact the mixture into a new base.
30-3 PM A07-15-16 Pulverized Roadbed Use to construct a base by pulverizing and mixing the existing asphalt concrete and underlying material and compacting the mixture.
30-4 PM A04-18-14 Full-Depth Reclamation-Cement Use to pulverize the existing roadway structure, mix with cement, grade, and compact the mixture into a new base.
36-2 PM A10-30-15 Base Bond Breaker Use for base bond breaker between concrete pavement and concrete bases.
37-2.02 PM A07-15-16 Use for all chip seals.37-2.03 PM A07-15-16 Use for polymer modified asphaltic emulsion chip seal.37-2.04 PM A07-15-16 Use for asphalt rubber binder chip seals.37-2.05 PM A07-15-16 Use if SAMI will be opened to traffic.37-3.01 PM A07-15-16 Use for slurry seals and micro-surfacings.
37-3.03B(6) PM A07-15-16 Use for micro-surfacing.37-4.02B PM A07-15-16 Use for fog seals.37-5.03 PM A07-15-16 Use to specify the application rate of parking area seals.
37-6 PM A07-15-16 Use with crack treatment.39-1.01 PM A04-18-14 -- Use for a District 2 or 6 project.39-1.02 PM A10-30-15 -- Section 39-1.02. Use for a project in any of the following locations:
1. District 22. District 5 in Southern San Luis Obispo or Santa Barbara County3. District 6 in: 3.1. Kern County 3.2. Kings County: route 5, post mile 0 to 17; route 33, post mile 0 to 19; route 41, post mile 0 to 16 3.3. Tulare County: route 65, post mile 0 to 10; route 99, post mile 0 to 10; route 43, post mile 0 to 154. District 8 in: 4.1. Riverside County: route 10, post mile 56.95 to 156.49; route 111, post mile 0.00 to 28.53 4.2. San Bernardino County: route 15, post mile 29.00 to 186.24; route 40; route58; route 138, post mile 0.00 to 15.20; route 395
39-1.03C(3) PM A10-17-14 Liquid Asphalt Prime Coat Use for applying prime coat on base before paving with HMA.39-1.03C(6) PM A04-18-14 -- Use for a District 2 project to replace tack coat application rates.
39-1.03D PM A04-18-14 -- Use if a vertical joint is not allowed between lanes opened to traffic regardless of HMA thickness to be placed.
Category& Date Description Instructions for Sections
39-1.03K TS A07-15-16 Rumble Strips Use for rumble strips in new or existing material.39-1.03L LS A04-18-14 Roadside Paving Use for maintenance vehicle pullouts when no other paving is included in
the project.39-1.04 PM A04-18-14 -- Use to include payment clauses for:
1. HMA (miscellaneous area) locations to be paid for as place hot mix asphalt (miscellaneous area) not shown2. Centerline rumble strips and rumble strips on the shoulder.
39-2 PM A07-15-16 Use to specify the following for Type A HMA:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 1, 2, 6, or 8 project
39-3 PM A07-15-16 -- Use to specify the following for RHMA-G:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 1, 2, 6, 8, or 11 project
39-4 PM A07-15-16 -- Use to specify the following for OGFC:1. Warm mix asphalt additive technology requirement2. Grade of asphalt binder3. Requirements for a District 2 or 6 project
39-5.02 PM A04-18-14 -- Use to specify the following for BWC-G:1. Grade of asphalt binder2. Requirements for a District 2 or 6 project
40-1 PM A07-19-13 Use for concrete pavement.40-5 PM A11-15-13 Use for jointed plain concrete pavement with rapid strength concrete.41-4 PM A10-30-15 Use if (1) spalls are repaired prior to the overlay or on Maintenance and
CAPM projects when requested by the District Maintenance Engineer, and (2) fast-setting concrete is required at all or some locations.
41-8 PM A04-18-14 Dowel Bar Retrofit Use for dowel bar retrofit.42-3.03A PM A07-19-13 Use if grinding locations are neither specified in section 42-3.03A nor
shown, e.g., bridge decks or weigh-in-motion scales.46-1.01A BR A05-20-11 -- Use for ground anchors and soil nails if the designer has a specific work
sequencing concern related to ground anchor construction; for example, the timing of ground anchor stressing relative to the construction of other elements. Insert project-specific work sequencing specifications.
46-1.01E BR A05-20-11 -- Use for ground anchors and soil nails if research investigation is required by the designer. Notify the estimator of the need for supplemental funds. Consult the geotechnical report and edit as necessary to describe the scope of all research activities so the Contractor can estimate the impact on operations.
46-2.01C BR A05-20-11 -- Use for ground anchors if on a short time limit contract or if an alternative number of anchors is allowed.
46-2.01D(2)(a) BR A04-20-12 -- Use for ground anchors if performance test locations are not shown or if
Category& Date Description Instructions for Sections
the compressive strength at loading is not 2,880 psi.46-2.01D(2)(b) BR A05-20-11 -- Use for (1) ground anchors that are not designed by LRFD or (2) footing
ground anchors that take seismic loading and have a lock-off load greater than or equal to 0.25FTL (0.25T for non-LRFD design).
46-2.01D(2)(c) BR A05-20-11 -- Use for footing ground anchors that take seismic loading and have a lock-off load greater than or equal to 0.25FTL (0.25T for non-LRFD design).
46-2.02B BR A05-20-11 -- Use (1) for ground anchors that are not designed by LRFD, (2) for bearing plates that bear on material other than concrete, or (3) if the minimum bearing plate size is shown.
46-2.03A BR A01-15-16 -- Use for ground anchors with project-specific geotechnical conditions or with a grout cover over the corrugated sheathing of other than 1 inch.
46-3.01D(2)(b)(iii) BR A05-20-11 -- Use for soil nails. Insert 2 percent of the total number of production soil nails.
46-3.02A BR A05-20-11 -- Use for soil nails in a corrosive site. A site is considered corrosive if (1) chloride concentration is 500 ppm or greater or (2) sulfate concentration is 2,000 ppm or greater or (3) pH is 5.5 or less. Check that appropriate details are shown.
46-3.03A BR A01-15-16 -- Use for soil nails with difficult installation. Insert the location of the difficult installation. Insert the conditions that affect ground anchor installation, such as: soft bay mud overlying dense soils, caving soils, hazardous and contaminated materials, serpentine materials, tidal flow fluctuation, high ground water, cobbles and boulders, subsurface concrete debris, low overhead clearance, underground utilities, overhead utilities, the requirement of soil nail embedment into rock, sound control, vibration monitoring, and traffic control. Use multiple pars. if foundation reports show differing conditions for different structures. Add additional item numbers, if necessary. If only 1 or 2 conditions apply, change the format from a list to a normal sentence.
47-2.01A BR A05-20-11 -- Use if proprietary earth retaining systems are allowed as alternatives to the Department's design shown on the plans.
47-2.04 BR A05-20-11 -- Use if the lower payment limit for the mechanically stabilized embankment (MSE) system shown on the plans is not from the bottom of face panels.
47-3.01 BR A05-20-11 -- Use if proprietary earth retaining systems are allowed as alternatives to the Department's crib wall design shown.
47-3.02B(3) BR A07-19-13 -- Use for reinforced concrete crib walls.Use with Standard Plans C7A through C7G.
47-6.01A BR A10-19-12 Use if optional proprietary earth retaining systems are allowed for any of the following:1. Mechanically stabilized embankment (MSE) system2. Type 1–5 retaining walls3. Crib walls
Category& Date Description Instructions for Sections
47-6.01C BR A05-20-11 -- Use if optional proprietary earth retaining systems are allowed for any of the following:1) Mechanically stabilized embankment (MSE) system2) Type 1–5 retaining walls3) Crib walls
48-2.01C(2) BR A05-20-11 Additional Falsework Review Time
Use for additional falsework review time.
48-2.03A BR A04-19-13 Falsework for Multiple Level Bridges
Use for multiple level bridges.
48-3 BR A04-19-13 Temporary Supports Use for temporary supports for bridge structures during reconstruction or rehabilitation.
48-4 BR A07-20-12 Temporary Decking Use when temporary decking is required.48-5 BR A04-19-13 Jacking Superstructure Use when lowering a bridge superstructure.
49-1.01D(4) BR A07-15-16 -- Use for dynamic monitoring of driven piles.49-1.01D(5) BR A05-20-11 -- Use when steel piling is to be embedded into rock and the top of rock
elevations vary.49-1.03 BR A01-15-16 -- Use for expected difficult pile installation and the management of
hazardous waste, contaminated materials, and naturally occurring asbestos (including serpentine rock). Use this SSP for all types of pile installation.
49-2.01A(1) BR A07-18-14 -- Use for Alternative "W" piles for Class 90, Class 140, and Class 200 piles if corrosion rate is higher than 0.001 inch per year.
49-2.01A(3) BR A01-15-16 -- Use for driven piles. Retain Pile and Driving Date Form.49-2.01A(4)(b) BR A05-20-11 -- Use when driven piles are shown for sound walls. Do not use for special
designs where bearing is required and a nominal driving resistance is shown on the plans; verify with designer.
49-2.01C(2) BR A05-20-11 -- Use when revising the specifications for driving equipment.49-2.01C(3) BR A01-15-16 -- Use if drilling to assist pile driving is not allowed or is restricted by the
Foundation Report.49-2.01C(4) BR A05-20-11 -- Use for driven piles when predrilling is required.49-2.01C(5) BR A05-20-11 -- Use when a pile "set period" is recommended by Geotechnical Services
in lieu of longer piling.49-2.02B(1)(a) BR A01-15-16 -- Use for Class N steel pipe piling.49-2.02B(1)(f) BR A10-19-12 -- Use for nonstandard unfilled pipe piles. Verify locations and diameters
with designer. Do not use when piles are already shown to be placed at the minimum allowed spacing per AASHTO LRFD BDS 10.7.1.2.
49-2.04B(1) BR A05-20-11 -- Use for Alternative X piles for Class 90 and Class 140 piles for strutted abutments, cantilever abutments, Type 1 retaining walls, counterfort retaining walls, or when instructed by the Office of Structure Design.
49-2.04B(3) BR A04-15-16 -- Use for substituting structural shape steel piling for Class 90, Class 140, and Class 200 concrete piles. Use only when requested by the designer.
49-2.04C(3) BR A05-20-11 -- Use for splicing PC PS concrete piles in excess of 80 feet when details
Category& Date Description Instructions for Sections
for splicing are shown.49-2.05B BR A05-20-11 -- Use for marine grade steel sheet piling when sheet piling is in direct
contact with a marine or brackish water splash zone.49-3.02A(1) BR A01-20-12 -- Use if CIDH concrete piles are designed as end bearing.
49-3.02A(4)(b) BR A05-20-11 -- Use with CIDH concrete piling.49-3.02A(4)(d)(ii) BR A07-15-16 -- Use when vertical inspection pipes are not shown on the plans for piling
24 inches and greater.49-3.02B(6)(c) BR A04-15-16 -- Use for CIDH piling at least 24 inches in diameter and 5 feet in length.49-3.02B(6)(d) BR A04-15-16 ---
49-3.02B(7) BR A07-19-13 -- Use for Type II CIDH piling when (1) an optional construction joint is shown on the plans and (2) Geotechnical Services allows the use of slurry cement backfill in the annular space between the soil and the casing for Type II CIDH piling.
49-3.02C(1) BR A01-18-13 -- Use if CIDH piling center-to-center spacing is less than 3 pile diameters.49-3.02C(4) BR A05-20-11 -- Use for CIDH piles that are end bearing.49-3.02C(5) BR A05-20-11 -- Use for permanent steel casings.49-3.02C(6) BR A07-15-16 -- Use for Type II CIDH piling if an optional construction joint is shown on
the plans and (1) Geotechnical Services requires corrugated metal pipe for the casing, (2) Geotechnical Services allows the use of slurry cement backfill to backfill the casing, or (3) Geotechnical Services restricts the method of casing installation.
49-3.03B BR A05-20-11 -- Use for nonstandard cast-in-steel-shell concrete piles when piles are not already shown to be placed at the minimum allowed spacing per the California Amendments to AASHTO LRFD BDS Article 10.7.1.2. Verify locations and diameters with designer.
49-3.03C(2) BR A01-15-16 -- Use to revise the clean out depth of open-ended CISS piles.49-4.03B BR A05-20-11 -- Use for steel soldier piling.
49-5 BR A01-15-16 -- Use for micropiles.50-1.01A BR A05-20-11 -- Use for aCIP PS box girder structure.50-1.01B BR A05-20-11 -- Use if the prestressing design is not LRFD based. Refer to the General
Notes on the plans.50-1.01C(3) BR A04-19-13 -- Use for a local agency project
51-1.01A BR A01-20-17 -- Use for colored concrete, RSC for joint seal assembly replacements, and mass concrete for structural elements.
51-1.01C(1) BR A04-15-16 -- Use if new bridge decks are within 100 feet of a residence, business, or public space.
51-1.01D(2) BR A07-20-12 -- Use for RSC if a strength greater than 1,200 psi is required.51-1.02B BR A04-15-16 -- Use for special concrete requirements.51-1.03A BR A05-20-11 -- Use for rotated box girder typical sections.
51-1.03C(2)(c)(i) BR A04-20-12 -- Use for permanent steel deck forms if the plans include structures with PC or steel superstructures designed with an allowance for additional
Category& Date Description Instructions for Sections
deck load but permanent steel deck forms are not shown.51-1.03E(12) BR A05-20-11 -- Use for diaphragm bolsters.51-1.03E(13) BR A08-05-11 -- Use if hinge tiedowns are installed or removed.51-1.03F(3) BR A05-20-11 -- Use for unusual bridge superstructures to specify locations of Class 1
surface finishes. Check with Structure Construction.51-1.03F(5)(b)(i) BR A04-19-13 -- Use for new bridge decks and approach slabs. Do not use in freeze-thaw
areas.51-1.03G(1) BR A07-15-16 -- Use for special concrete surfaces textures.
51-1.03H BR A04-15-16 Use for projects with new bridge decks and PCC overlays.51-1.04 BR A10-19-12 -- Use for special payment items.
51-2.02A(2) BR A07-19-13 -- Use for joint seal assemblies with a shop-painted area over 500 sq ft. This adds the requirement for AISC-420-10/SSPC-QP 3.
51-2.02D(2)(b) BR A07-19-13 -- Use for joint seal assemblies with a MR ≤ 4 inches.51-2.02E(3) BR A05-20-11 -- Use for joint seal assemblies with a MR > 4 inches.51-3.02B(1) BR A05-20-11 -- Use for elastomeric bearing pads for railway underpasses.
51-3.03 BR A04-19-13 -- Use for PTFE spherical bearings.51-4.01A BR A07-15-16 -- Use if drainage inlets must be precast and cast-in-place construction is
not allowed.51-4.01C(2) BR A04-19-13 -- Use if optional PC PS concrete deck panels for CIP PS box girders are
allowed.51-4.02B(3) BR A05-20-11 -- Use if PC slabs with HMA or PCC overlays are shown.51-4.02B(7) BR A05-20-11 -- Use if optional PC PS concrete deck panels for CIP prestressed box
girders are allowed.51-4.03B BR A05-20-11 -- Use for PC PS girders, box girders, and double T girders.51-4.03G BR A05-20-11 -- Use if optional PC PS deck panels for CIP PS box girders are allowed.52-1.04 BR A07-19-13 -- Use for sculpted shotcrete if bar reinforcing support for the sculpted
shotcrete is shown on the plans..52-2.01 BR A01-15-16 -- Use if epoxy-coated reinforcement (ASTM A775, green) or epoxy-coated
prefabricated reinforcement (ASTM A934, purple) is specified or shown.52-2.02A(1) BR A05-20-11 -- Use for reinforcement to be epoxy coated not listed in the 2nd paragraph
of section 52-2.02A(1).52-2.02A(3) BR A01-15-16 -- Use if epoxy-coated bar reinforcement (green ASTM A775) is specified.
52-2.02B BR A01-15-16 Use if epoxy-coated (green) bar reinforcement (ASTM A775) is specified or shown.
52-2.03A(1) BR A05-20-11 -- Use for epoxy-coated prefabricated reinforcement for:1. Portions of structures that are in direct contact with marine or brackish water. Epoxy-coated prefabricated reinforcement should be used in the water and extend 20 feet above the mean higher high tide water level.2. Reinforcement in concrete barriers on structures located within 1,000 feet of ocean or tidal water.Plans must clearly show where epoxy-coated prefabricated reinforcement
Category& Date Description Instructions for Sections
is to be used.Reinforcement inside CISS piles should NOT be epoxy coated..
52-4 BR A05-20-11 -- Use when stainless steel reinforcement is shown or required. Need to specify chemical composition (stainless steel alloy), heat treatment condition, deformed or plain, grade, and descaling method and finish.
52-5.01D(1) BR A05-20-11 -- Use when headed bars with reduced size heads are to be used instead of full size heads.
Use for structures only. Use as an option to allow positioning of stirrups for concrete barrier reinforcing cages to be held in place by electric-resistance welding longitudinal support wires instead of tie wires.
53-1.03D BR A05-20-11 -- Use if shotcrete requires a certain type of finish.53-2.01D(3) BR A05-20-11 -- Use to modify shotcrete test panel requirements.
53-3 BR A07-19-13 -- Use for sculpted shotcrete.54-2.04 BR A05-20-11 -- Use for dampproofing when the quantity is small if asphalt membrane
waterproofing is a bid item.54-4.03 BR A01-20-12 -- Use for waterproofing and cover if the expansion joint requires a different
width steel sheet and antibond paper from that specified in section 54-4.03B. Fill in the width required.
54-7 BR A07-19-13 -- Use for additional water resistance for concrete.55-1.02A(2) BR A04-15-16 Additional CVN Requirements Use for additional CVN requirements.
55-1.02B(6)(a) BR A05-20-11 Galvanizing HS Fasteners Use for galvanizing HS fasteners.55-1.02B(6)(c) BR A05-20-11 Sealing DTI Gaps Use for sealing direct tension indicator gaps.55-1.02B(7)(b) BR A05-20-11 Backing for Welds Use if backing for welds is allowed.
55-1.02B(8) BR A05-20-11 Curved Girders Use for curved steel girders.55-1.03C(3) BR A05-20-11 Heat Straightening Steel Girders Use for heat straightening damaged steel girders.
55-2 BR A07-19-13 Column Casings Use for steel column casings.55-3 BR A04-19-13 Prestress Steel Girders Use for prestressing existing steel girders.56-3 BR A01-20-17 -- Use for sign structures if any one of the following applies:
1. 30 days review is not sufficient2. Tubular sign structures are not to be painted3. Painting sign structures other than tubular and box beam-closed truss types4. Bolted connections are located in a freeze-thaw area or within 2 miles of ocean or tidal waters.
56-4 TD A05-20-11 -- Use for wide flange metal posts.57-2.01B(3) BR A05-20-11 -- Use for timber that is preservative treated. Verify that the use of timber
treatment complies with Department of Fish and Game requirements. Check project permits before final editing; some treatments may not be allowed.
57-2.03B(3) BR A05-20-11 -- Use for a timber catwalk if the minimum wire rope size is other than 1/2 inch diameter.
Category& Date Description Instructions for Sections
57-2.04 BR A05-20-11 -- Use for abutment lumber blocking. Verify that the use of timber treatment complies with Department of Fish and Game requirements. Check project permits before final editing; some treatments may not be allowed.
57-2.05 BR A05-20-11 -- Use for timber retaining walls.58-2.01A BR A05-20-11 -- Use when proprietary sound wall systems are allowed as alternatives to
the State’s design shown. Check with the designer.58-2.02B BR A05-20-11 -- Use to specify CMU color for sound walls.58-2.02D BR A05-20-11 -- Use if lightweight aggregate is required for the grout.58-2.02E BR A05-20-11 -- Use if lightweight aggregate is required for the grout.58-2.03A BR A05-20-11 -- Use for sound walls on piles or trench footings that reference Standard
Plan B15-1, B15-5, B15-8, or B15-15.58-3 BR A05-20-11 Precast Concrete Panels Use for PC concrete panel sound walls. Edit SSP as necessary to match
the plans.58-4.01A BR A01-20-17 -- Use if alternative sound wall systems are allowed as alternatives to the
State’s design shown. Check with the designer.59-1.03B BR A10-19-12 -- Use for moisture-cured polyurethane coating.59-2.01A BR A07-15-16 Bridge Painting Description Use to describe bridge painting requirements.
Use for specify finish coat color for galvanized surfaces.
59-4.03 BR A04-19-13 Use for specify the color the timber is to be painted.59-5.01 BR A04-19-13 Use for sign structures with a shop painted area over 500 sq ft. This adds
the requirements for AISC-420-10/SSPC-QP 3.59-5.03 BR A04-19-13 Use for painted sign structures if one or more of the following applies:
1. Bolted connections are located in a freeze-thaw area or within 2 miles of an ocean or tidal waters.2. The 2nd finish coat color is not ranch green.
59-6.03 BR A05-20-11 Painting Concrete Use with painted concrete surfaces.59-7 BR A11-15-13 Acid Staining Concrete Use with acid-stained concrete surfaces.59-10 BR A04-19-13 Thermal Spray Coating Use with thermal spray coated surfaces.
Category& Date Description Instructions for Sections
Structural Steel59-11 BR A07-19-13 Staining Galvanized Surfaces Use for applying a Natina stain to galvanized surfaces.59-12 BR A07-19-13 Rock Staining Use to add, delete, or replace miscellaneous clauses for rock staining.
61-1.01D(2)(a) DD A05-20-11 -- Use for field leakage testing of culvert and drainage pipes (1) where settlement is expected to be in excess of 3 inches, (2) for areas having fine cohesionless soils, or (3) whenever infiltration or exfiltration water quality issues exist (e.g., water permits, local agency regulations, etc.).
62-5 DD A07-19-13 --Temporary Slotted Pipe Use when temporary drains are used for detours or shoulder work during stage construction.
64-1.03C DD A05-20-11 -- Use if (1) migration of fines or silt through the joint is a potential, or (2) infiltration and exfiltration are not permitted.
64-2 DD A07-15-16 Slotted Plastic Pipe Use for specifying slotted plastic pipe.65-2 DD A04-19-13 -- Use for corrosive environments.65-3 DD A05-20-11 -- Use only if nonreinforced concrete pipe is a bid item. These provisions
provide for 4" to 36" pipe sizes, inclusive.66-2.02 DD A05-20-11 -- Use for locations where a slot section size and tapered spacer are
desired. In the blank, use 2-1/2 or 6 for grate size.68-2.02F(1) DD A05-20-11 -- Use to specify Class 2 or Class 3 permeable material for underdrains.
68-5 DD A05-20-11 Permeable Material Blanket Use if permeable material blanket is specified or shown on the plans.70-3.02B(1) DD A05-20-11 -- Use if welded steel pipe is coated.70-3.02B(4) DD A05-20-11 Asphalt Coating Use only if required by an outside agency. Use for asphalt coating and
wrapping on welded steel pipe. Edit per SSP owner's recommendations.70-5.05B(2) DD A05-20-11 Drainage Gates for Low Head
PressureUse for a circular flap gate with an operating face pressure of ≤ 10 feet.
70-5.05B(3) DD A05-20-11 Drainage Gates for High Head Pressure
Use for automatic drainage gates with an operating head between 10 and 50 feet.
70-5.05C DD A05-20-11 Slide Headgates Use for sliding headgates.70-6 DD A05-20-11 Grated Line Drain Use for grated line drains.
72-2.02B DM A05-20-11 Use for nonstandard fabric for RSP.72-3.02A DM A05-20-11 -- Use to specify colored concrete for concreted-rock slope protection.72-5.02 DM A05-20-11 -- Use to specify colored concrete for concrete slope protection.
Use when broken concrete is created on the job site and reused for broken-concrete slope protection.
72-11.01 BR A05-20-11 -- Use for either of the following:1. Test panel is required for slope paving2. Slope paving is colored, but a test panel is not required
72-11.03 BR A05-20-11 Slope Paving with Concrete Pavers
Use for paving slopes with concrete pavers.
72-16.02C DM A05-20-11 -- Use if the gabion PVC coating color is not gray.73-1.02A DC A07-15-16 Use if section 73 minor concrete item is in the project.
73-3 AD A11-15-13 -- Use for concrete sidewalks, curb ramps, or driveway crossings designed
Category& Date Description Instructions for Sections
as part of the pedestrian route.73-5 AD A10-30-15 Parking Bumper Use for parking bumpers.
74-3.02B(2) BR A05-20-11 Service Pedestal Use when a free standing service pedestal is shown.74-3.02B(3) BR A05-20-11 Motor Control Center Use when a motor control center is shown.
75-1.02C DD A05-20-11 -- Use for a cattle guard.75-1.02D DD A10-19-12 Rigid Rail Fall Protection System Use when drainage inlet, riser, or manhole height on project is greater
than or equal to 20 feet.75-1.03A BR A05-20-11 -- Use for miscellaneous bridge metal not listed in the 2nd paragraph of
section 75-1.03A.75-1.03D(1) BR A05-20-11 -- Use for a bridge deck drainage system.
75-1.03E(2)(a) BR A05-20-11 Use for cable-type restrainers located (1) within 10 miles of coastal waters or (2) in a freeze-thaw area.
75-1.03E(2)(d)(i) BR A05-20-11 -- Use for short-time-limit contracts if corrosion protection is required on cable restrainers.
75-1.03H BR A05-20-11 -- Use for an isolation casing.75-1.03I BR A05-20-11 -- Use for tie rods at abutments.
76-1 BR A04-19-13 General Use if any section 76 SSPs are included.76-2 BR A01-18-13 Water Well Use for water wells.
Include section 76-1.76-3 BR A05-20-11 Exploration Hole Use for drilling exploration holes. Exploration holes are temporary,
uncased wells for gathering geologic and hydrologic data. Do not use for Test Wells.Include section 76-1.
76-4 BR A01-18-13 Rehabilitate Existing Water Well Use for rehabilitating existing water wells.Include section 76-1.
76-5 BR A01-18-13 Monitor Well Use for monitor wells. Provide guard posts near monitor wells to protect from vehicular traffic. Certain locations require guard posts under Water Well Standards, DWR Bulletin 74-90 10F.Include section 76-1.
80-2.02A DF A05-20-11 -- Use for barbed wire or wire mesh fence. Insert post type (metal, treated wood, untreated wood).
80-2.02B df A05-20-11 -- Use for barbed wire or woven wire fence with metal posts.80-3.02C df A05-20-11 -- Use for vinyl-coated fence (1) that is other than medium or dark green, (2)
that is vandal resistant, or (3) both.80-3.02E df A05-20-11 -- Use for slatted fence. Insert color.83-1.02B TS A07-18-14 -- Use if post and block types must be specified.
83-1.02B(1) LS A02-21-14 -- Use for vegetation control using minor concrete.83-1.02B(2) TS A07-18-14 Use for Type WB-31 transition railings.83-1.02C(3) TS A09-16-11 -- Use if alternative flared terminal system is included.83-1.02C(4) TS A09-16-11 -- Use if Type CAT terminal system is included.83-1.02D(2) BR A07-18-14 -- Use for California ST-10, ST-30, and ST-40 bridge rail.
Category& Date Description Instructions for Sections
83-1.02I BR A05-20-11 -- Use for corrosive exposures (all coastal and all industrial areas such as Los Angeles - Santa Ana area) or if a vandalproof-coated wire fabric is required.
83-2.02D TS A07-15-16 Use for Type 60P, 60AP, and 60PR concrete barriers.83-2.02D(1)_X1 BR A07-18-14 -- Use if (1) concrete barrier is in a marine environment, (2) concrete barrier
is constructed on aggregate base, (3) abrasive blasting is prohibited by environmental restraints, or (4) a barrier type is paid as concrete barrier (Type 25).
83-2.02D(1)_X2 TS A07-18-14 -- Use if Type K temporary railing is to remain in place at the completion of the project.
83-2.02D(1)_X3 TS A05-20-11 -- Use if Type 60K portable concrete barrier is included.83-2.02D(2) BR A08-05-11 -- Use for projects in District 11 with concrete barriers other than Type 50 or
60 series.83-2.02D(3)(b) TS A07-19-13 Use for concrete barrier Type 50 or Type 60 series.
83-2.02E(2) TS A05-20-11 -- Use if Type CAT crash cushion is included.83-2.02E(3) TS A05-20-11 -- Use if Type ADIEM crash cushion is included.83-2.02E(4) TS A05-20-11 -- Use if Type REACT crash cushion is included.83-2.02E(5) TS A04-19-13 -- Use if sand-filled crash cushion is included.
83-2.02F TS A05-20-11 -- Use for construction of wildlife passage way in concrete barrier.83-2.03 BR A07-20-12 -- Use if a barrier type is paid as concrete barrier (Type 25).
84-2.03B TM A05-20-11 -- Use for extruded thermoplastic if (1) more durable traffic striping is required, or (2) where striping is placed on open-graded HMA pavement.
84-4 TM A05-20-11 Two-Component Paint Traffic Stripes and Pavement Markings
Use two-component paint traffic stripes and pavement markings on roadways (1) where light to moderate snow plowing is required, and (2) when abrasion resistant striping is required.
Use if recessed thermoplastic traffic stripes are required for projects where routine snow plowing will be performed.
84-6 TM A04-19-13 Section 84-6. Use thermoplastic traffic stripes and pavement markings with enhanced wet night visibility on well-drained pavement (open-graded or gap-graded asphalt concrete).
84-7 TM A04-15-16 Use audible traffic stripe system to provide enhanced visibility and proved audible and vibratory indication to the driver when the vehicle passes over these striping.Do not use in the areas where routine snow plowing will be performed.
84-8 TM A01-20-17 Use contrast striping to provide enhanced visibility of white traffic stripes on light-colored pavements at locations where poor pavement marking visibility exists.
86-1 TE A04-15-16 -- Use to modify the requirements for the schedule of values, testing location for material and equipment, pull box cover markings, signal interconnect cable, tip tenon substitution, circuit breakers capacity and mounting, telephone demarcation cabinets, signal face material, and push button housing
Category& Date Description Instructions for Sections
86-2 TE A07-15-16 -- Use for traffic signal shutdown, equipment identification characters for electrical equipment, conduit installation, pull box installation, conductors for detectors, edge sealant, splicing, work requiring standards, steel pedestals, or posts, service for irrigation, accessible pedestrian signal programming, saw cut requirements, slot sealant, battery backup system, modifying existing electrical systems, and removing existing electrical systems.
88-1.02B METS A05-20-11 Filter Fabric Use for projects with filter fabric.90-1.01C BR A04-15-16 Use for projects with new bridge decks and PCC overlays.90-1.02A BR A04-15-16 Use for projects with new bridge decks and PCC overlay.
90-1.02G(6) BR A07-20-12 -- Use for concrete placed in soil or water, where the soil or water has both (1) a sulfate concentration from 1,500 to 1,999 ppm or a pH from 5.6 to 7 and (2) a chloride concentration of less than 500 ppm. Insert the locations of the concrete; use a table if necessary. List only the specific element or portion that is exposed as described in these instructions.
90-1.02H BR A07-20-12 -- Use for concrete in direct contact with a corrosive environment.The following are corrosive environments:1. Atmosphere within a horizontal distance of 1,000 feet from marine or brackish water. Marine or brackish water has a chloride concentration of 500 ppm or greater.2. Splash zone for marine or brackish water. The splash zone is defined as the region from the mean lower low water elevation to 20 feet above the mean higher high water elevation or a horizontal distance of 20 feet from the edge of water at the mean higher high water elevation.3. Soil or water with a chloride concentration of 500 ppm or greater, a sulfate concentration of 2,000 ppm or greater, or a pH of 5.5 or less.4. Deicing salt, snow run-off, or snow blower spray.Information regarding the chloride concentration, sulfate concentration, and pH level of soil and water should be found in the Foundation Report.
90-1.02I(2) BR A10-19-12 -- Use for concrete for projects in freeze-thaw areas.90-1.02K BR A04-15-16 Use for projects with new bridge decks and PCC overlays.90-2.02B BR A05-20-11 -- Use for minor concrete.
90-4.01C(3) BR A07-19-13 -- Use to revise the review times for the PC concrete QC plan.90-4.01D(1) BR A07-19-13 -- Use for PC concrete QC for work not already covered in section 90-
4.01D(1)90-5.01 BR A01-20-12 -- Use for SCC elements if the designer or METS requires (1) the
construction of a mock-up or (2) that SCC be allowed for nonprecast elements.
90-6 BR A05-20-11 -- Use for lightweight concrete.91-2.03 BR A10-19-12 -- Use for moisture-cured polyurethane coating.
