## STA/FHWA Joint Review Program

## 1999 Bridge Coating Process Review

> **Purpose of Review:**
>
> The purpose of this review is to evaluate the overall quality of
> \...\...\.....\'s bridge coatings program. Specifically, the review
> team is charged with performing an assessment of the adequacy of the
> current bridge painting specifications as they relate to lead paint
> removal and field coating. Also, statewide policies for determining
> full paint removal versus spot painting and overcoating will be
> examined to determine if STA is making cost-effective decisions for
> the preservation of steel structures. Expected outcomes of this review
> include modifying and simplifying the current bridge coating
> specifications if necessary, possibly revising statewide programming
> and scoping policies and forming a conclusion as to whether the shift
> from painting during rehabilitation projects to paint-alone contracts
> is beneficial to the State of \...\...\...\...
>
> **Scope of Review:**
>
> An initial part of this review will include an examination of the
> condition of coatings on bridges that were recently field painted. The
> review will focus on bridges that were coated within the last + 5
> years. Visual inspection will be used to assess coating performance.
> Cost data for these projects will be collected whenever possible. This
> portion of the review will also include an assessment of some
> experimental coating systems that were recently applied.
>
> The review will include discussions with District staff involved with
> the bridge coating program. It is expected that interviews will be
> conducted primarily with the District Bridge Maintenance Engineer and
> the District Bridge Painting Technician. However, others who may be
> interviewed include staff from Construction, Materials, and
> Programming. A formal Central Office review will not be conducted
> because the review team consists of members from all of the affected
> Central Office Bureaus. Therefore, Central Office responsibility as it
> relates to the bridge coating program will be discussed internally by
> the team. A set of guidelines will be used to direct and focus the
> review through the interview process. Districts selected for review
> include STA Districts 1, 2, 6, and 8.
>
> Active bridge coating projects will be visited by the review team. The
> purpose of these reviews is to assess specification compliance and to
> get feedback from the project inspection staff on the workability of
> the existing specifications and procedures. Attempts will be made to
> focus project reviews in the aforementioned Districts, but if other
> non-typical projects are active in other Districts, inspections will
> also be conducted in those areas. Field reviews may also be conducted
> on \...\...\...\... Department of Transportation projects(((note: a
> city government))). In addition, the review team may visit some
> coating projects in adjacent states in an attempt to compare and
> collect \"best practices.\"
>
> An in-depth analysis of the existing bridge painting specifications
> and the existing coating policies will be conducted by the team.
> Project specific and statewide data trends will be collected whenever
> possible to assess the adequacy of the existing guidance. Changes to
> the specifications and policies will be proposed based on discussions
> internally by the team in addition to feedback from the Districts and
> through literature searches and construction site visits. Industry
> representatives may be contacted during this process to get feedback
> on the workability and reasonableness of any proposed revisions.
>
> It is expected that individual summary reports will be prepared for
> each of the selected Districts. In addition, a statewide summary
> report will be drafted and carried forward to the statewide close-out
> meeting for discussion and resolution.
>
> **Review Team:**
>
> **District Review:**

A.  **General**

    1.  How many steel structures are there in this District on the
        state system?

    2.  How many of these still have lead paint on them?

    3.  How many bridges are scheduled to be painted this year? How many
        separate contracts?

    4.  How does this compare to the size of the program over the past
        several years?

    5.  How many full paint removal projects were conducted in the
        District in the last five years?

    6.  How many structures have been overcoated since the original
        painting? How many have been overcoated more than once?

    7.  Describe the District\'s staffing as it relates to the bridge
        coatings program.

    8.  Does the District have a Bridge Painting Technician?

    9.  How long has this person been in that position?

    10. What types of training has this person received?

    11. Is bridge painting a full-time or part-time activity of the
        Bridge Painting Technician? What percentage of time is devoted
        to bridge painting activities versus other types of activities?

    12. To which District Bureau does the Bridge Painting Technician
        report?

    13. If other individuals besides the Bridge Painting Technician are
        involved in bridge painting inspection, what training is
        received prior to work?

    14. How are the current paint systems for new and existing bridges
        performing to date?

    15. Are there any recent failures, partial or otherwise, that the
        review team could document or investigate?

B.  **Project Prioritization**

    16. Does this District still use the Coating Assessment and Painting
        Priority System (CAPPS)? If not, go to question #21.

    17. If so, who does the CAPPS analysis for the District?

    18. Do consultants ever do a CAPPS analysis during the preliminary
        engineering phase of the contract?

    19. How often does the District do an overall CAPPS analysis on
        their steel bridge inventory?

    20. Is this system computerized and easily manageable?

    21. Is the Pontis (element-level inspection) data used for the
        District\'s bridge painting prioritization program?

    22. Who in the District provides element-level data for individual
        steel structures related to paint condition?

    23. How often is this information updated?

    24. How does the District prioritize painting projects?

    25. What controls how many bridges can be put on one painting
        contract?

    26. What criteria does the District use to place a structure in need
        of painting under a rehabilitation contract or a paint-alone
        contract?

    27. What funding sources are used for bridge painting?

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A.  **Project Scoping**

    28. Describe the Bridge Painting Technician\'s responsibilities as
        they relate to project scheduling and scoping?

    29. Is a field review conducted prior to final project scoping? Does
        the Bridge Painting Technician attend these reviews?

    30. What guidance does the District use to establish scope of work
        (i.e., Method 1, 2, 3, experimental, full removal, other)?

    31. Does the District consider this guidance adequate?

    32. Is a cost analysis routinely conducted to determine appropriate
        scope of work for a project? If so, who performs the analysis?
        Who reviews the analysis and makes the final decision?

    33. What are the District\'s procedures for proposing an
        experimental paint system or another system other than the
        standard epoxy mastic/acrylic paint system?

    34. How is the District Bureau of Program Development involved in
        bridge painting projects?

    35. How is the District Materials staff involved in paint testing
        and approval of paints?

    36. Under what situations does the District hold pre-bid meetings
        for painting projects?

    37. Is any painting done by District bridge maintenance crews?
        Discuss this program.

    38. If so, how are worker health and safety, as well as
        environmental contamination concerns, addressed?

    39. What time of year are bridge painting projects typically let in
        this District?

    40. Is there an overall need for additional training in the District
        as it relates to bridge coating?

    41. Does the District have enough qualified inspection personnel to
        handle the entire bridge painting program in the District?

    42. Under what situations are consultant inspectors used?

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A.  **Cost Data**

    43. Report average cost data for bridge painting projects in the
        District:

> Method 1: \_\_\_\_\_\_\_\_\_\_\_ sq.ft. cost\
> Method 2: \_\_\_\_\_\_\_\_\_\_\_ sq.ft. cost\
> Method 3: \_\_\_\_\_\_\_\_\_\_\_ sq.ft. cost\
> Full Removal Cost: \_\_\_\_\_\_\_\_\_\_\_ sq.ft. cost

44. Compare cost data for paint-alone projects versus paint during
    rehabilitation contracts.

45. Is there cost data available that can show that bid prices come in
    lower when projects are let at certain times of the year versus
    other times of the year (spring versus fall)?

46. What does the District consider as the typical life expectancy of
    the normal paint systems used today? Before any touch-up is needed?
    Before major repainting is needed?

47. Is there any perceived difference in the quality of the paint
    application on paint-alone versus painting during rehabilitation
    contracts?

> **Central Office Review**

E.  **General**

    1.  How many state-maintained steel structures are there in
        \...\...\.....?

    2.  How many still have lead paint on them?

    3.  How is the Central Office involved with local agency painting
        projects?

    4.  How often is bridge painting training conducted in
        \...\...\.....?

    5.  If there is a premature paint failure in \...\...\....., what
        staff at the Central Office is available to assess and make
        recommendations?

    6.  Describe the responsibilities of the Bureau of Materials and
        Physical Research as they relate to the bridge painting program.

    7.  Is any painting done by Day Labor forces? Who identifies
        candidates and prioritizes the projects done by day labor? Is
        there any other oversight or tracking (i.e., reporting into
        bridge inventory records)?

    8.  Describe the employee health monitoring program in the Districts
        for bridge painting inspectors.

    9.  What is the total statewide budget for bridge painting
        (excluding local systems) per year?

    10. What are the current funding needs to bring all steel bridges up
        to an acceptable condition?

    11. How are the funds allocated per District (number of steel
        bridges, condition of paint, equal distribution\...)?

    12. Are warranties ever considered on any projects? If no, why not?

    13. What types of funding sources are used to fund bridge painting
        projects?

    14. Does the Bridge Office have a responsibility to review and
        approve bridge painting projects?

    15. Who in the Central Office is responsible for tracking the
        performance of experimental paint systems?

    16. Under what situations are pre-bid meetings held?

F.  **Follow-up to 1990 Process Review**

    17. Has STA developed access standards to be used by bridge painting
        inspectors? Are the standards being used in current painting
        projects?

    18. What is the status of each District having a painting technician
        on staff?

    19. Comment on the thoroughness and usefulness of the standard
        inspection documentation requirements (standard forms).

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E.  **Paint System Approval**

    20. List the types of paint systems currently allowed in
        \...\...\...\...

    21. Describe the process for getting a new paint system approved for
        use in \...\...\...\...

    22. What types of tests are required prior to a manufacturer\'s
        product getting approved for use on State projects?

    23. What companies are on the qualified product list for the
        following:

> Inorganic Zinc:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\
> Epoxy Penetrating Sealer:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\
> Aluminum Epoxy Mastic:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\
> Waterborne Acrylic:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> **Guidelines for Active Painting Projects**

A.  **General Project Information**

> District: \_\_\_\_\_\_\_\_
>
> Contract Number: \_\_\_\_\_\_\_\_\_
>
> Location:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> Project Description:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> Surface Preparation Method Used:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> Containment Used:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_
>
> Paint System Used:
> \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_

B.  **Contract Management**

    1.  Obtain a copy of the contract special provisions and review for
        any special painting features.

    2.  Discuss the contractor\'s proposed operation (i.e., number of
        blasters, number of painters, sequence of operation, etc.).

    3.  What types of equipment, tools, resources are included in the
        STA inspector\'s inspection kit? Does the inspector need
        additional equipment to adequately perform duties?

    4.  Look at the submitted inspection access plan. Has it been
        approved and is it adequate to allow for proper inspection? Are
        safety harnesses and lifelines provided for areas higher than 15
        feet above the ground?

    5.  Review and comment on traffic control.

    6.  Has the contractor provided a copy of all manufacturer\'s
        product data sheets and material safety data sheets to the
        Resident Engineer for the paints being used? Discuss what the
        Resident Engineer uses the data sheets for.

    7.  Does the Resident Engineer have the paint manufacturer\'s list
        of approved thinners and a list of unit weights per gallon?

    8.  Does the Resident Engineer ever use the construction
        inspector\'s checklist as provided by the STA Central Office? Is
        it useful as written?

    9.  Discuss the Resident Engineer\'s experience and training in
        bridge painting.

    10. Who is the District Bridge Painting Technician? Is he also the
        Project Resident Engineer? If not, what is his responsibility
        and role relating to the project?

C.  **Quality Control**

    11. Identify the quality control personnel for the contractor. Check
        general qualifications.

    12. Check the contractor\'s quality control plan. Did STA approve
        it?

    13. Inspect the quality control measuring instruments.

    14. Discuss STA\'s quality assurance procedures for this painting
        project.

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A.  **Surface Preparation**

    15. What is the pressure and air capacity of the blasting equipment
        with all air blast nozzles being used? (Min. 100 psi and 250 CFM
        required.) Do the gauges and valves work on the blasting
        equipment?

    16. What is the size of the blast nozzle orifice being used? If it
        is larger than 3/8 inch, is the minimum capacity of the
        equipment within the recommendations of the SSPC Good Painting
        Practice Manual, Volume 1, Chapter 2.4, Table 1? (Table 1 is
        included as an attachment to the guidelines.)

    17. How much time had elapsed from washing the bridge to blast
        cleaning (two weeks are allowed)? Discuss the adequacy of bridge
        washing. Was the washing approved and documented prior to
        solvent cleaning or blasting?

    18. Discuss the procedures used in solvent cleaning if solvent
        cleaning was determined to be necessary. Check to ensure that
        solvent cleaning was done prior to blast cleaning.

    19. How often is the compressor air checked using ASTM D 4285 to
        ensure that air is free of oil, water, and other contaminants?
        Check for documentation of these tests.

    20. What type and size of abrasive is being used? Is the same
        abrasive being used for the duration of the project?

    21. How often are abrasives checked for oil contamination and pH? If
        new abrasive types are brought in, are additional tests made?

    22. Comment of the adequacy of the surface profile obtained where
        Method 1 removal is used. How often is the surface profile
        checked and with what testing method? (Review team should
        perform independent tests. 1-3.5 mil profile is required.)

    23. Discuss the test section for surface preparation (location, size
        \[11 sq.ft.\], documentation). Was the same equipment used for
        the test section as for production? If new equipment was brought
        in, was another test section performed? Is a test section done
        on each structure?

    24. Was bare steel allowed to remain unprotected overnight? If so,
        was the surface reblasted prior to painting?

    25. Are rust or corrosion products between connected plates or
        shapes of structural steel being satisfactorily removed by
        blasting, hand tools, or power tools? Comment on the condition
        of these areas for cleanliness and damages resulting from
        cleaning operations.

    26. When steel grit is used, check the manufacturer\'s written
        certification:

        -   Should conform to the specifications of the Society of
            Automotive Engineers and Steel Founders Society of America.

        -   Hardness of 90% of grit shall be min. of 55 Rockwell C.

>  

27. Where Method 2 surface preparation is required, observe and comment
    on degree of cleanliness.

28. Where Method 3 surface preparation is required, observe and comment
    on degree of cleanliness.

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A.  **Paint Application**

    29. Has all of the painting been accomplished between May 1 and
        October 31? If not, has the Bridge Office been contacted for
        approval of an exception?

    30. Complete the following table and comment on the adequacy of
        monitoring environmental conditions during paint application
        (these items should be measured every day of painting):

  ----------------- ----------------- ----------------- -----------------
  **Item**          **Time Tested     **Where Tested    **How many
                    (a.m./p.m.)**     (Shade, Sun,      readings per
                                      Middle)**         day?**

  **Air                                                  
  Temperature**\                                        
  (50 F. to 100 F.                                      
  Required)                                             

  **Steel Surface                                        
  Temperature**\                                        
  (50 F. to 130 F.)                                     

  **Dew Point                                            
  Temperature**\                                        
  (Steel temp. must                                     
  be at least 5 F.                                      
  above dew point)                                      

  **Relative                                             
  Humidity**\                                           
  (Less than 85%                                        
  required)                                             

  **Wind                                                 
  Velocity**\                                           
  (Less than 15 mph                                     
  required for                                          
  spray painting)                                       
  ----------------- ----------------- ----------------- -----------------

> **Comment:**

31. List all weather restrictions specified by the manufacturer\'s
    product data sheet. Have these been met?

32. How often are filters, traps, and separators cleaned or drained for
    the painting equipment. Is this adequate to keep the equipment in
    good working order?

33. Are the air spray paint pots equipped with air operated continuous
    mixing devices? Are they operating as the paint is being applied?

34. Are mechanical power mixers being used to mix the paint? Are all
    ingredients in any paint container thoroughly mixed in the original
    containers before use or mixing with other containers? Are there
    unsuspended solids at the bottom of the container?

35. Verify that paint is not kept overnight in spray pots, painters\'
    buckets, etc.

36. Was the paint stored in a covered container? What is the shelf life
    of the paint? Has the life been exceeded? Where is the paint stored?

37. Has the previous paint coat been properly cured? Is the time
    interval between coating applications in compliance with the
    manufacturer\'s instructions?

38. Are the prime, intermediate, and final coat paints supplied by the
    same paint manufacturer?

39. Are paint coats tinted to allow for differentiation between
    succeeding coats?

40. Is the paint being applied in a continuous wet film? Are any film
    defects apparent?

41. Discuss painting techniques being used\--in a uniform layer with
    overlapping at edges of the spray pattern, gun held perpendicular
    and at an appropriate distance, trigger of gun released at end of
    each stroke, etc.

42. Is the contractor complying with the specific procedures identified
    by the manufacturer\'s product data sheet?

43. Are all runs and sags being brushed out immediately by the painters?

44. Is the contractor cleaning inadvertently painted areas immediately?

45. Has the Resident Engineer inspected and approved each coat of paint
    prior to the intermediate or top coating?

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A.  **Documentation and Field Testing:**

    46. Where was the paint manufactured? How was it ascertained that it
        was an approved source? What was the evidence of inspection?

    47. Are the Painting Inspector\'s Daily Reports (IDRs) completed for
        each day of painting? Review IDRs to ensure that all applicable
        items are completed and recorded.

    48. Review the Painting Inspector\'s Progress Report. Is it
        complete?

    49. How often is the field testing equipment calibrated? Check the
        last calibration date for the equipment as appropriate.

    50. Check the Paint Film Thickness Measurement sheets for adequacy
        and completeness. (No spot may be \< 80% of the specification
        thickness.)

    51. Were a satisfactory number of dry film thickness tests
        performed?

        a.  For bridges \< 300 ft^2^, each 100 ft^2^ will be measured as
            one area.

        b.  For bridges \< 1,000 ft^2^, three 100 ft^2^ areas will be
            measured.

        c.  For bridges over 1,000 ft^2^, the first 1,000 ft^2^ will be
            measured as in b. above with one 100 ft^2^ area for each
            additional 1,000 ft^2^.

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    1.  Check dry film thicknesses for the following:

> **For Steel Cleaned by Method 1:**
>
> 1 Full Coat Aluminum Epoxy Mastic - 5.0 to 7.0 mils\
> 1 Full Coat Aluminum Epoxy Mastic - 5.0 to 7.0 mils\
> 1 Full Coat Waterborne Acrylic - 2.0 to 4.0 mils
>
> **For Steel Cleaned by Method 2:**
>
> 1 Full Coat Epoxy Penetrating Sealer - 1.0 to 2.0 mils\
> 1 Spot Coat Aluminum Epoxy Mastic - 5.0 to 7.0 mils\
> 1 Full Coat Waterborne Acrylic - 2.0 to 4.0 mils
>
> **For Steel Cleaned by Method 3:**
>
> 1 Full Coat Aluminum Epoxy Mastic - 5.0 to 7.0 mils\
> 1 Full Coat Waterborne Acrylic - 2.0 to 4.0 mils\
> 1 Full Coat Waterborne Acrylic - 2.0 to 4.0 mils

2.  Observe the frequency of wet film testing. Does it appear adequate?

3.  What was the manufacturer\'s specified weight per gallon and the
    actual weight per gallon?

4.  From where was the paint sample taken (1 qt. required)? Was the
    paint well mixed first?

5.  Were satisfactory test results received prior to the contractor
    applying the material?

6.  Does each container have a label clearly showing the manufacturer,
    product name, lot number, date of manufacture, and shelf life?

7.  Were any deviations from the manufacturer\'s application
    instructions allowed? Where were they documented?

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A.  **Containment and Disposal of Lead Paint Blasting Residue**

    59. Review the contractor\'s submittal for containment including
        drawings, equipment specifications, and calculations. Was the
        plan approved prior to the contractor proceeding with work?

    60. Observe the contractor\'s lighting scheme. Does it provide
        enough light to effectively work in the containment (illuminance
        of at least 30 foot candles is required \[20-foot candles
        required for platforms, access and entryways\])?

    61. Review the contractor\'s soil, water, and air monitoring plans.
        Are they thorough and were they submitted before the start of
        work?

    62. Who at STA is responsible for approving the soil, water, and air
        monitoring plans?

    63. Discuss location of soil samples (one sample required for each
        300 feet of bridge length, or fraction thereof, at each bridge).
        Were the test results provided to STA prior to the start of
        washing or surface preparation?

    64. Was an identical series of samples taken and tested at the
        completion of the surface preparation operations?

    65. Are two high-volume air monitoring devices used on the project
        site for the first five days of blast cleaning? Comment on the
        location of the devices (devices should be moved to capture the
        maximum pollutant discharge).

    66. Check to ensure that no further lead paint removal was conducted
        until the air monitoring results were received by STA (should be
        within 72 hours of collection of samples).

    67. Are any visible emissions observed? If so, is air monitoring
        re-established for a minimum of two days?

    68. Are the air monitoring filters turned in to the Resident
        Engineer after each day they are exposed? Who sends in the
        filters to the laboratory for analysis?

    69. Observe how air samplers are calibrated at the beginning and end
        of each day\'s work. Review contractor\'s daily written report
        for air sampling. Address timeliness of these reports.

    70. Discuss recycling process. Ensure all spent abrasive to be
        recycled is vacuumed into recycler, not transferred by bucket or
        other means.

    71. Are there visible emissions from the recycling equipment?

    72. Observe and comment on the quality of the blast enclosure. Note
        any problems.

    73. Is the decontamination unit within 100 feet of the blast
        enclosure?

    74. Check the maximum height or the containment enclosure (should be
        less than 10 feet from deck to bottom of containment).

    75. Check exhaust ventilation to ensure that it has a capacity of a
        minimum of 900 cubic feet per minute per abrasive blast nozzle
        in use.

    76. Check that the size of the dust collection system is large
        enough to provide a minimum capacity of 15,000 CFM.

    77. For vacuum blasting, has the contractor placed a coverage on or
        over the ground under the area to be cleaned?

    78. Where vacuum blasting is used, comment on overall performance.

    79. Is all disposable protective clothing placed into bags marked
        with lead caution labels and disposed of as lead-contaminated
        waste?

    80. Ensure that personnel do not go outside the posted boundaries of
        the lead work area and storage area with their lead work
        coveralls on.

    81. Critique the decontamination unit (should be a three-stage
        unit).

    82. Check if a log is used and up-to-date for documenting entry and
        exit from the containment.

    83. Have any stop work orders been issues for this project?

    84. Check the contractor\'s contingency plan for emergencies and
        evaluate for completeness.

    85. Is cleaning residue collected daily and deposited in all-weather
        containers?

    86. Did the contractor sample and test containers of waste prior to
        removal from the work area?

    87. Where is the waste material disposed of for this project?

    88. Did STA obtain identification numbers from the State and Federal
        environmental protection agencies for the bridge(s) and give
        them to the contractor?

    89. Was the IEPA permit and waste stream authorization obtained
        prior to beginning of cleaning (some blasting may be done
        beforehand to obtain samples for the disposal facilities)?

    90. Where are STA\'s copies of the signed manifests stored over the
        short term? Long term?

    91. Review sample manifests and ensure that all necessary signatures
        were obtained.

    92. How long have waste containers been stored on site (90 days is
        allowed)?

    93. Did STA receive a copy of the land ban notification?

    94. Review the contractor\'s written log of weekly inspections of
        the containers of cleaning residue.

    95. Check identification on the waste containers: should have the
        date the container was filled and placed in storage on site,
        contract number, and consecutive batch number.

> **FIELD REVIEW OF EXISTING STRUCTURES**

+-----------------------------------------------+-----------------------+
| Date of Review:                               | Reviewed By:          |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_            | \_                    |
|                                               | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
|                                               |                       |
|                                               | \_                    |
|                                               | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
|                                               |                       |
|                                               | \_                    |
|                                               | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
|                                               |                       |
+-----------------------------------------------+-----------------------+
| Structure Number:                             | Route:                |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_    | \_\_\_\_\_\_\_\_      |
|                                               | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
| Location:                                     |                       |
| \                                             |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| STA District:                                 | County:               |
| \_\_\                                         | \_\_\_\_\_\_          |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
| Year Painted:                                 | Time of Year Painted: |
| \_\_\                                         | \_\_\_\               |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
| Scope of Paint Project (Method 1, 2, or 3):   |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_              |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| Type of Paint System:                         |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\                     |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| Paint Supplier:                               | Painting              |
| \                                             | Contrac               |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ | tor:\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
|                                               | \_\_\_\_\_\_\_\_\_\_\ |
|                                               | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
| Type of Surface Preparation (Grit Blast,      |                       |
| Vacuum Blast, Power Tool):                    |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\               |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| Beams Previously Overcoated:                  |                       |
| \_\_\_\_\_\_\_\_\_ YES \_\_\_\_\_\_\_\_\_ NO  |                       |
+-----------------------------------------------+-----------------------+
| Type of Contract: \_\_\_\_\_\_ Paint-only     |                       |
| Contract\_\_\_\_\_\_ Bridge Rehabilitation    |                       |
| Contract                                      |                       |
+-----------------------------------------------+-----------------------+
| Total Project Cost:                           | Cost per Square Foot: |
| \                                             | \_\_\_\_\_\_\         |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ | _\_\_\_\_\_\_\_\_\_\_ |
+-----------------------------------------------+-----------------------+
| Surface Adhesion Test:                        |                       |
| \_\_\                                         |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| Noted                                         |                       |
| Distress:\_\_\_\_\_\_\_\_\_\_\_\_\_\_\        |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
|                                               |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\                 |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
|                                               |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\                 |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+
| Comment on Any Known Problems with the        |                       |
| Project:                                      |                       |
| \_\_\_\_\_\_\_\_                              |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
|                                               |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\                 |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
|                                               |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\                 |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
| \_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\ |                       |
| _\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_ |                       |
+-----------------------------------------------+-----------------------+

  ----------------------------- ---------- ---------- ---------- -- ----------
  **PONTIS DATA**               **LINEAL                            
                                FEET**                              

                                **Date of  **Date of  **Date of     **Date of
                                Last       Previous   Previous      Previous
                                Insp:\     Insp:\     Insp:\        Insp:\
                                 **         **         **            **

  **Condition State 1**                                              

  **Condition State 2**                                              

  **Condition State 3**                                              

  **Condition State 4**                                              

  **Condition State 5**                                              
  ----------------------------- ---------- ---------- ---------- -- ----------