2026CPT.12.08.20232 , ETC. - LATEX MODIFIED MICROSURFACING & PAVEMENT MARKINGS IN CLEVELAND & GASTON COS. Addendum 1

Location: North Carolina
Posted: Jan 23, 2026
Due: Feb 10, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Z - Maintenance, Repair or Alteration of Real Property
Publication URL: To access bid details, please log in.
  • DL00372
    POC
    2026CPT.12.08.20232 , ETC. - LATEX MODIFIED MICROSURFACING & PAVEMENT MARKINGS IN CLEVELAND & GASTON COS.

    • Attachment Preview

    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    January 23, 2026
    Contract No.: DL00372
    WBS No.: 2026CPT.12.08.20232, Etc.
    FA Number: State Funded
    County:
    Cleveland & Gaston
    Description: Latex Modified Micro Surfacing & Pavement Markings
    February 10, 2026 Letting
    RE: Addendum #1 to Contract No. DL00372
    To Whom It May Concern:
    Reference is made to the proposal & sketch maps furnished to you on this project.
    The following revisions have been made to the Sketch Maps:
    Sheet No.
    8
    8
    8
    8
    8
    Revision
    Pay Item Quantity for Aggregate Type III has been removed
    Pay Item Quantity for Latex Modified Emulsion has been
    removed
    Pay Item Quantity for Latex Modified Microsurfacing, Type III
    has been removed
    Pay Item Quantity for Micro Surfacing Rut Filling has been
    added
    Pay Item Quantity for Micro Surfacing Single Course, Type III
    has been added
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION 12
    POBOX47
    SHELBY, NC 28151,0047
    Telephone: (980) 552-4200
    Fax: (704) 480-5401
    Courier: 06,53,03
    Website: www.ncdot.gov
    Location:
    1710 E. MARION STREET
    SHELBY, NC 28152
    The following revisions have been made to the Proposal:
    Sheet No.
    Revision
    R-2 - R-8 Special Provision for Mico Surfacing has been updated.
    Please download the revised proposal and plans from the Division 12 Bid Page and
    discard any previous versions. You are also required to download and apply the
    addendum file when bidding. The electronic bid file and addendum file are available on
    the Division 12 Bid Page located at
    https://connnect.ncdot.gov/letting/Pages/Division l 2Letting or from our current
    electronic bidding provider (Bidx) through their website.
    The contract will be prepared accordingly
    If you have any questions please contact Greg Brittain at (980) 552-4222.
    Sincerely,
    1tU1-.rijl
    Mark E. Stafford, P.E.
    Division Engineer
    MES/ghb
    Attachments
    Cc: Cole Gurley, PE, Deputy Division Engineer
    Rodney Gantt, Division Construction Engineer
    Bryan Sowell, PE, Division Project Development Engineer
    Christian Listoe, PE, Asst. Division Construction Engineer
    8
    PROJECT NO
    COUNTY MAP NO
    ROUTE
    SUMMARY
    DESCRIPTION
    PROJECT NO.
    2026CPT.12.08.20232
    2026CPT.12.08.20362
    SHEET NO.
    OF QUANTITIES
    1880000000-E
    1891000000-E
    TYP NO LANES LANE LENGTH WIDTH BEGIN END MICRO SURFACING RUT MICRO SURFACING
    TYPE
    MP MP
    FILL COURSE
    SINGLE COURSE ,TYPE
    III
    TOTAL NO.
    2143000000-E
    BLOTTING SAND
    MI
    FT
    TON
    SY
    TON
    FROM NC-150 / GAFFNEY RD TO SR-
    2026CPT.12.08.20232 Cleveland 1 SR-1202 / CAMP CREEK CHURCH RD
    2 2WU 3.72
    19
    0 3.72
    500
    45,612
    7
    1206 / CAMP CREEK CH RD
    TOTAL FOR MAP NO. 1
    3.72
    500
    45,612
    7
    2026CPT.12.08.20232 Cleveland 2
    SR-2540 / BEACHWOOD RD
    FROM SR-1203 / ABES MOUNTAIN RD
    TO DEAD END
    2 2WU 0.71
    20
    0 0.71
    9,164
    TOTAL FOR MAP NO. 2
    0.71
    9,164
    2026CPT.12.08.20232 Alexander 3
    FROM SR-1202 / CAMP CREEK CH RD
    SR-1203 / ABES MOUNTAIN RD
    TO SR-1202 / CAMP CREEK CH RD
    2 2WU 2.46
    19
    0 2.46
    30,163
    TOTAL FOR MAP NO. 3
    2.46
    30,163
    2026CPT.12.08.20232 Cleveland 4
    SR-1204 / GREENLEE RD
    FROM SR-1002 / MCCRAW RD TO SR-
    1202 / CAMP CREEK CH RD
    2 2WU 0.96
    19
    0 0.96
    11,771
    TOTAL FOR MAP NO. 4
    0.96
    11,771
    2026CPT.12.08.20232 Cleveland 5
    SR-1206 / BAILEY RD
    FROM SR-1002 / MCCRAW RD TO SC
    STATELINE
    2 2WU 0.68
    18
    0 0.68
    7,899
    TOTAL FOR MAP NO. 5
    0.68
    7,899
    2026CPT.12.08.20232 Cleveland 6
    SR-1207 / WOOD RD
    FROM SR-1206 / CAMP CREEK CH RD
    TO SR-1002 / MCCRAW RD
    2 2WU 2.64
    19
    0 2.64
    32,370
    TOTAL FOR MAP NO. 6
    2.64
    32,370
    TOTAL FOR PROJ NO. 2026CPT.12.08.20232
    11.17
    500
    136,979
    7
    2026CPT.12.08.20362 Gaston
    7
    SR-1411 / NEAL RD
    FROM SR-1409 / SUNNYSIDE SHADY
    REST RD TO SR-1412 / EAKER RD
    2 2WU 1.18
    21
    0 1.18
    15,991
    TOTAL FOR MAP NO. 7
    1.18
    15,991
    FROM NC-274 / TRYON
    2026CPT.12.08.20362 Gaston
    8
    SR-1431 / MAUNEY FARM RD
    COURTHOUSE RD TO SR-1416 /
    2 2WU 2.2
    21
    0 2.2
    29,814
    7
    HELTON RD
    TOTAL FOR MAP NO. 8
    2.2
    29,814
    7
    2026CPT.12.08.20362 Gaston
    9
    SR-1498 / WHITE PAYSOUR RD
    FROM SR-1456 / WHITE JENKINS RD
    TO SR-1452 / COSTNER SCH RD
    2 2WU 0.57
    19
    0 0.57
    75
    6,989
    TOTAL FOR MAP NO. 9
    0.57
    75
    6,989
    2026CPT.12.08.20362 Gaston 10
    SR-1619 / LANDERS CHAPEL RD
    FROM SR-1617 / GASTON WEBB
    CHAPEL RD TO LINCOLN CO LINE
    2 2WU 0.51
    20
    0 0.51
    75
    6,582
    TOTAL FOR MAP NO. 10
    0.51
    75
    6,582
    2026CPT.12.08.20362 Gaston 11
    SR-1840 / WOODHAVEN DR
    FROM SR-1830 / TAYLOR RD TO SR-
    1828 / GREEN RD
    2 2WU 0.47
    20
    0 0.47
    6,066
    TOTAL FOR MAP NO. 11
    0.47
    6,066
    2026CPT.12.08.20362 Gaston 12
    SR-1934 / LOWLAND DAIRY RD
    FROM SR-1918 / SANDY FORD RD TO
    SR-1923 / OLD HIGHWAY 27
    2 2WU 1.47
    20
    0 1.47
    21,490
    TOTAL FOR MAP NO. 12
    1.47
    21,490
    2026CPT.12.08.20362 Gaston 13
    SR-2085 / LANE RD
    FROM SR-1924 / KELLY RD TO SR-
    2000 / HICKORY GROVE RD
    2 2WU 1.73 23 0.32 2.05
    25,898
    TOTAL FOR MAP NO. 13
    1.73
    25,898
    2026CPT.12.08.20362 Gaston 14
    SR-2426 / MEEKS RD
    FROM SR-2425 / PATRICK RD TO S.C.
    STATELINE
    2 2WU 1.48
    23
    0 1.48
    21,967
    TOTAL FOR MAP NO. 14
    1.48
    21,967
    2026CPT.12.08.20362 Gaston 15
    SR-2427 / RIDDLE RD
    FROM SR-2426 / MEEKS RD TO S.C.
    STATELINE
    2 2WU 0.86
    20
    0 0.86
    11,100
    TOTAL FOR MAP NO. 15
    0.86
    11,100
    TOTAL FOR PROJ NO. 2026CPT.12.08.20362
    10.47
    150
    145,897
    7
    GRAND TOTAL
    21.64
    650
    282,876
    14
    DL00372
    R-2
    Cleveland & Gaston Cos.
    RESURFACING EXISTING BRIDGES:
    (7-1-95) (Rev. 8-21-12)
    SP6 R61AR
    The Contractor's attention is directed to the fact that he will be required to resurface the bridges
    on this project if directed by the Engineer.
    Place the surface so as to follow a grade line set by the Engineer with the minimum thickness as
    shown on the sketch herein or as directed by the Engineer. State Forces will make all necessary
    repairs to the bridge floors prior to the time that the Contractor places the proposed surfacing.
    Give the Engineer at least 15 days’ notice prior to the expected time to begin operations so that
    State Forces will have sufficient time to complete their work.
    At all bridges that are not to be resurfaced, taper out the proposed resurfacing layer adjacent to
    the bridges to insure a proper tie-in with the bridge surface.
    MICROSURFACING:
    (7-1-95) (Rev. 3-18-25)
    Description
    SPI 6-18
    This provision covers the micro surfacing materials, equipment, construction and application
    procedures for surfacing, leveling or rut filling of existing paved surfaces in accordance with the
    contract. The micro surfacing system shall be a mixture of cationic latex modified asphalt
    emulsion, mineral aggregate, mineral filler, water and other additives, properly proportioned,
    mixed and spread on the paved surface in accordance with this provision and as directed by the
    Engineer.
    Materials
    (A) Latex Modified Emulsified Asphalt
    The emulsified asphalt shall be a cationic type CQS-1hLM and shall conform to
    AASHTO M 208 or ASTM D2397. In general, 3% polymer solids, based on asphalt
    weight, is considered minimum. The ring and ball softening point of the residue shall be
    a minimum of 135°F. It shall show no separation after mixing. The cement mixing test
    is waived for the latex modified CQS-1hLM.
    (B) Mineral Aggregate
    The mineral aggregate used shall be compatible with the latex modified emulsified
    asphalt and can produce a good skid resistant surface. The aggregate shall meet
    requirements in Article 1012-1 of the Standard Specifications.
    (C) Mineral Filler
    Mineral filler shall be any recognized brand of non-air entrained Portland cement that is
    free of lumps or hydrated lime meeting the requirements of ASTM D242. It may be
    accepted upon visual inspection.
    DL00372
    R-3
    Cleveland & Gaston Cos.
    (D) Water
    The water shall be potable and shall be free of harmful soluble salts in accordance with
    Article 1024-4 of the Standard Specifications.
    (E) Latex Modifier
    A latex based modifier, certified from an approved source, along with special emulsifiers
    shall be milled into the asphalt emulsion by an approved emulsion manufacturer.
    (F) Other Additives
    The additives are any other materials that are added to the emulsion mix or to any of the
    component materials to provide the specified properties. The additives shall be supplied
    by the emulsion manufacturer to provide control of the set time in the field.
    Mix Design
    The Contractor is required to design the asphalt mix and to obtain an approved Job Mix Formula
    (JMF) issued by the Department. A mix design and proposed JMF targets for each required mix
    type and combination of aggregates must be submitted in electronic format to the Materials and
    Tests Unit for review and approval at least 10 days prior to start of asphalt mix production. The
    mix design shall conform to the International Slurry Surfacing Association’s ISSA A143,
    Section 5.2.
    Compatibility of the aggregate test results and a certificate of analysis (COA) for the latex
    modified CQS-1hlm shall be submitted with the mix design.
    Aggregate used in the job mix formula shall be of the material proposed by the Contractor for
    use on the project.
    The gradation of the aggregate shall be in accordance with the following:
    Screen Size
    3/8"
    #4
    #8
    #16
    #30
    #50
    #100
    #200
    Type II (% passing)
    100
    90 - 100
    65 - 90
    45 - 70
    30 - 50
    18 - 30
    10 - 21
    5 - 15
    Type III (% passing)
    100
    70 - 90
    45 - 70
    28 - 50
    19 - 34
    12 - 25
    7 - 18
    5 - 15
    Stockpile Tolerance (%)
    ±5
    ±5
    ±5
    ±5
    ±4
    ±3
    ±2
    The gradation of the aggregate stockpile shall not vary by more than the stockpile tolerance from
    the mix design gradation (indicated in the table above) while also remaining within the
    specification gradation band. The percentage of aggregate passing any 2 successive sieves shall
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