GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY Addendum 1

Location: North Carolina
Posted: Apr 7, 2026
Due: Apr 22, 2026
Agency: Division of Highways
Type of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Publication URL: To access bid details, please log in.
  • DB00627
    POC
    GRADING, DRAINAGE, PAVING, AND STRUCTURE OF BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER DAM ROAD) IN CRAVEN COUNTY

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    JOSH STEIN
    GOVERNOR
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    DANIEL H. JOHNSON
    SECRETARY
    April 7, 2026
    CONTRACT:
    WBS ELEMENT:
    COUNTY:
    ROUTE:
    DESCRIPTION:
    DB00627
    BP2.R022.3
    CRAVEN
    SR 1465 (BEAVER DAM ROAD)
    GRADING, DRAINAGE, PAVING, AND STRUCTURE OF
    BRIDGE 24043 OVER SWIFT CREEK ON SR 1465 (BEAVER
    DAM ROAD) IN CRAVEN COUNTY
    ADDENDUM 1
    TO:
    PROSPECTIVE BIDDERS
    Please note the following revisions to the proposal.
    • Revised of plan pages 1A, 4, and S-13 dated April 6, 2026.
    Please replace the plan sheets that were included in the original plans with the attached
    pages.
    Please make sure to sign the addendum page in the proposal to acknowledge this
    addendum.
    Sincerely,
    Mary Voelker Moore, PE
    Division Contract Engineer
    Mailing Address:
    NC DEPARTMENT OF TRANSPORTATION
    DIVISION 2
    PROJECT DEVELOPMENT GROUP
    GREENVILLE, NC 27834
    Telephone: (252) 439-2828
    Customer Service: 1-877-368-4968
    Website: www.ncdot.gov
    Location:
    1037 W.H. SMITH BLVD.
    GREENVILLE, NC 27834
    cc: Ms. Catherine Hossack, PE
    Ms. Heather C. Lane, PE
    Mr. Casey Whitley, PE
    Mr. Aaron Bullard, PE
    Mr. Jordan Scott, PE
    Mr. Stanley Harrell
    Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505
    PROJECT REFERENCE NO.
    BP2-R022
    SHEET NO.
    1A
    ROADWAY DESIGN
    ENGINEER
    ORTHFECSASRIOONLIN
    SEAL
    044511
    ENG INEER
    4/6/2M02.6 KO RTO
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    INDEX OF SHEETS
    GENERAL NOTES
    SHEET NUMBER
    SHEET
    1
    TITLE SHEET
    1A
    INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS
    1B
    CONVENTIONAL SYMBOLS
    2A-1
    PAVEMENT SCHEDULE AND TYPICAL SECTIONS
    2C-1 THRU 2C-2
    METHOD OF PIPE INSTALLATION
    2C-3 THRU 2C-4
    GUARDRAIL PLACEMENT
    2C-5
    RAISED PAVEMENT MARKERS
    2D-1
    MODIFIED CONCRETE FLUME
    3B-1
    EARTHWORK SUMMARY, SUMMARY OF PAVEMENT REMOVAL,
    SHOULDER BERM GUTTER SUMMARY,SUMMARY OF DRAINAGE QUANTITIES,
    SUMMARY OF GUARDRAIL,
    3G-1
    GEOTECHNICAL SUMMARIES
    4
    PLAN SHEET
    5
    PROFILE SHEET
    RW01 THRU RW04
    SURVEY CONTROL, EXISITNG CENTERLINES, RIGHT OF WAY,
    EASEMENT, AND PROPERTY TIES
    TMP-1 THRU TMP-2
    TRANSPORTATION MANAGEMENT PLANS
    EC-1 THRU EC-5
    EROSION CONTROL PLANS
    RF-1
    REFORESTATION PLANS
    X-1
    CROSS-SECTION INDEX
    X-1A
    CROSS-SECTION SUMMARY
    X-2 THRU X-9
    CROSS-SECTIONS
    S-1 THRU S-25
    STRUCTURE PLANS
    SN
    STRUCTURE STANDARD NOTES SHEET
    GENERAL NOTES:
    2024 SPECIFICATIONS
    EFFECTIVE:
    01-16-2024
    REVISED:
    GRADE LINE:
    GRADING AND SURFACING:
    THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
    SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE
    ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE
    ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
    CLEARING:
    CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
    METHOD II.
    SUPERELEVATION:
    ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
    STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
    SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
    SECTIONS.
    SHOULDER CONSTRUCTION:
    ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
    SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
    SUBSURFACE DRAINS:
    SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT
    LOCATIONS DIRECTED BY THE ENGINEER.
    GUARDRAIL:
    THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
    CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
    WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
    SUBSURFACE PLANS:
    SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.
    END BENTS:
    THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS-
    SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
    APPROACHING A BRIDGE.
    RIGHT-OF-WAY MARKERS:
    ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
    STANDARD DRAWINGS
    2024 ROADWAY ENGLISH STANDARD DRAWINGS
    EFF. 08-11-2025
    REV. 11-26-2025
    The following Roadway Standards as appear in "Roadway Standard Drawings" Contracts Standards
    and Development Unit - N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2024
    are applicable to this project and by reference hereby are considered a part of these plans:
    STD.NO.
    TITLE
    DIVISION 2 - EARTHWORK
    200.02 Method of Clearing - Method II
    225.02 Guide for Grading Subgrade - Secondary and Local
    225.04 Method of Obtaining Superelevation - Two Lane Pavement
    DIVISION 3 - PIPE CULVERTS
    300.01 Method of Pipe Installation (Use Details in Lieu of Standards for Sheets 1 and 2 of 2)
    DIVISION 4 - MAJOR STRUCTURES
    423.01 Bridge Approach Fills - Type 1 Approach Fill for Bridge Abutment
    DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
    560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I
    DIVISION 8 - INCIDENTALS
    815.02 Subsurface Drain
    838.27 Reinforced Concrete Endwall - for Single 60" Pipe 90 Skew
    838.45 Notes for Reinforced Concrete Endwall - Std. Dwg 838.21 thru 838.40
    838.57 Reinforced Brick Endwall - for Single 60" Pipe 90 Skew
    838.75 Notes for Reinforced Brick Endwall - Std. Dwg 838.51 thru 838.70
    838.80 Precast Endwalls - 12" thru 72" Pipe 90 Skew
    840.00 Concrete Base Pad for Drainage Structures
    840.29 Frames and Narrow Slot Flat Grates
    840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates
    840.46 Traffic Bearing Precast Drainage Structure
    846.04 Drop Inlet Installation in Shoulder Berm Gutter
    862.01 Guardrail Placement (Use Details in Lieu of Standards for Sheets 4, 6)
    862.02 Guardrail Installation
    862.03 Structure Anchor Units
    876.02 Guide for Rip Rap at Pipe Outlets
    Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505
    -L- CURVE DATA
    PI Sta 11+16.85
    D
    PI Sta 16+90.84
    D
    L = 233.68'
    T = 116.85'
    R = 6,872.18'
    SE = EXIST
    RO = N/A
    L = 226.41'
    T = 113.21'
    R = 8,226.47'
    SE = EXIST
    RO = N/A
    -DRW2- CURVE DATA
    PI Sta 10+54.72
    D
    PI Sta 11+14.19
    D
    L = 57.82'
    T = 34.55'
    R = 42.00'
    L = 60.57'
    T = 36.19'
    R = 44.00'
    -DRW1- CURVE DATA
    PI Sta 10+38.26
    D
    PI Sta 11+23.76
    D
    L = 26.71'
    T = 13.82'
    R = 42.00'
    L = 28.91'
    T = 15.06'
    R = 42.00'
    POT Sta. 11+41.51
    END CONSTRUCTION
    -DRW1- POT Sta. 11+38.00
    PT Sta. 11+37.62
    NAD 83 NA 2011
    KENNETH M. SODERSTROM
    AND WIFE,
    AMY G. SODERSTROM
    DB 2734 PG 220
    3
    2
    -L- +48.00
    129.00' LT
    -L- +69.00
    128.00' LT
    SHADE A. BLAND
    AND WIFE
    EST 1 TON CL B RIP RAP
    SHARON M. BLAND
    EST 5 SY GEOTEXTILE
    DB 3052 PG 590
    MCF
    -L- +10.00
    -L- +45.00
    41.00' LT
    45.00' LT
    EIP
    30.00' LT
    39.00' LT
    PC Sta. 11+08.70
    -L- +45.00
    50.00' LT
    30.00' LT
    BEGIN PROJECT
    -L- STA. 11+70.00
    1
    SANDRA R. JONES
    DB 1447 PG 0866
    -L- +81.00
    49.00' LT
    30.00' LT
    EXI STI NG R/W
    -L- +90.00
    41.00' LT
    30.00' LT
    EST 1 TON CL B RIP RAP
    EST 5 SY GEOTEXTILE
    WOODS
    MCF
    F
    F
    REBAR
    GREU TL-3
    8: 1
    30.00' LT
    END APPROACH SLAB
    -L- STA. 14+70.13
    END BRIDGE
    -L- STA. 14+59.25
    -L- +50.00
    49.00' LT
    39.00' LT
    0401
    TYPE-III
    F
    WD
    WW
    SEATC =22.1 5'
    EXI ST
    07 07
    F 0606
    F
    0505
    04
    04
    0303
    EIP +93.40
    02
    02
    F
    01
    F
    00
    0404
    GATE
    I NV=9.62'36"CMP
    01
    02
    I NV=1 0.51 '
    02
    REMOVE
    TYPE-III WD
    F
    0102
    F
    SEAT=22.1 6C 'WW
    BL-3AT-100 01
    8: 1 005005
    PT Sta. 10+51.15
    PC Sta. 10+24.44
    60" ALT w/ HW
    WOODS
    20'
    F TYP.
    -L- POT Sta. 15+13.70 =
    -DRW1- POT Sta. 10+00.00
    -DRW2- POT Sta. 10+00.00
    EXI STI NG R/W
    REBAR
    PC Sta.
    TO NC 1 1 8
    SR 1 465 (BEAVER DAM RD)-
    20'BST
    8: 1
    0405
    GREU TL-3 TB2GI
    10+00.00
    EXI STI NG R/W
    F
    F
    BP2R022-2
    -L- +87.00
    39.00' RT
    30.00' RT
    15" ALT
    0406
    -L- +95.00
    45.00' RT
    39.00' RT
    WOODS
    PT Sta. 12+33.68
    30.00' RT
    BEGIN APPROACH SLAB
    SBG FROM 12+96 TO 13+06 -L- LT & RT
    SBG FROM 14+70 TO 14+88 -L- LT & RT
    -L- STA. 13+05.88
    EST 1 TON CL B RIP RAP
    EST 5 SY GEOTEXTILE
    SHADE A. BLAND
    AND WIFE
    SHARON M. BLAND
    DB 3379 PG 638
    4
    BEGIN BRIDGE
    -L- STA. 13+16.75
    -L- +20.00
    45.00' RT
    39.00' RT
    30.00' RT
    -L-
    WD
    WW
    SEAT=C22.18'
    F
    TYPE-III
    1 42. 5'
    0402
    0403
    SEAC T=22.16'
    WD
    WW
    8: 10000500005+16.27
    F
    0101
    F
    TYPE-III
    0202
    INV=14.93'
    INV=14.88'
    AT-142"CMPREMOVE
    0407
    C -DRW2- BMC1
    +25.00G02A02TE
    0101
    F
    C
    MCF
    EXI ST
    EST 1 TON CL B RIP RAP
    EST 5 SY GEOTEXTILE
    PRC Sta. 10+78.00
    -L- +34.00
    107.00' RT
    39.00' RT
    -L- +00.00
    110.00' RT
    END CONSTRUCTION
    -DRW2- PT Sta. 11+35.00
    PT Sta. 11+38.57
    400.00'
    -L- +64.00
    400'P DC RAH I N,ASGLE2E0A0S-ECMENT
    48.00' RT
    30.00' RT
    KENNETH M. SODERSTROM
    AND WIFE,
    AMY G. SODERSTROM
    DB 2734 PG 220
    RIP RAP CLASS II
    3
    SR 1931 (BEAVER DAM RD) - 20' BST
    EXI STI NG R/W
    PC Sta. 15+77.63
    TO CLAYROOT
    BL-4
    WOODS
    PC Sta. 10+20.17
    42" ALT
    -L- +44.00
    48.00' RT
    30.00' RT
    PAULINE M. AMABILE
    AND HUSBAND
    JOHN J. AMABILE
    DB 250 PG 814
    ****************************************
    BM1
    ELEVATION = 24.952'
    N 587562
    E 2518614
    BL STA 15+61.05 OFFSET 69.84' RT
    RAILROAD SPIKE IN BASE OF 16.5" GUM
    ****************************************
    STRUCTURES PAY ITEM
    PT Sta. 18+04.04
    END PROJECT
    -L- STA. 16+10.00
    PROJECT REFERENCE NO.
    BP2-R022
    R/W SHEET NO.
    ROADWAY DESIGN
    ENGINEER
    SHEET NO.
    4
    HYDRAULICS
    ENGINEER
    ORTHFECSASRIOONLIN
    SEAL
    044511
    ENG INEER
    4/6/20M26. KO RTO
    ORTHFECSASRIOONLIN
    SEAL
    049764
    4/6A/N2E0DN2EG6RINRE.ERVIN
    DOCUMENT NOT CONSIDERED FINAL
    UNLESS ALL SIGNATURES COMPLETED
    8521 SIX FORKS ROAD, SUITE 400
    RALEIGH, NC 27615
    NC FIRM LICENSE No: F-0493
    KENNETH M. SODERSTROM
    AND WIFE,
    AMY G. SODERSTROM
    FOR -L- PROFILE SEE SHEET 5
    FOR -DRW1- PROFILE SEE SHEET 5
    FOR -DRW2- PROFILE SEE SHEET 5
    NOTE: EXISTING HORIZONTAL ALIGNMENT WAS USED
    NOTE: 25' OF SHOP CURVED GUARDRAIL WAS USED
    NOTE:-DRW2- SUPERS TO AVOI D POOLI NG ON THE ACCESS ROAD
    NOTE: EXISTING GATES FOR DRIVEWAYS TO BE RESET.
    PLACE GATES APPROXI MATELY30'OFF THE PROPOSED
    EOT.
    FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-25
    Docusign Envelope ID: 73463215-CFBC-439B-9016-537757D85505
    BILL OF MATERIAL FOR ONE
    35' CORED SLAB UNIT
    BAR
    B21
    NUMBER SIZE
    6
    #4
    TYPE
    STR
    EXTERIOR UNIT
    LENGTH
    WEIGHT
    12'-9"
    51
    INTERIOR UNIT
    LENGTH
    WEIGHT
    12'-9"
    51
    S10
    8
    #5
    S11
    74
    #4
    * S12
    44
    #5
    S14
    4
    #4
    S15
    4
    #5
    3
    4'-9"
    40
    3
    5'-10"
    288
    1
    5'-7"
    256
    3
    5'-7"
    15
    3
    7'-1"
    30
    4'-9"
    5'-10"
    5'-7"
    7'-1"
    40
    288
    15
    30
    REINFORCING STEEL
    LBS.
    * EPOXY COATED
    REINFORCING STEEL
    LBS.
    5000 P.S.I. CONCRETE CU. YDS.
    0.6" • L.R. STRANDS
    No.
    424
    256
    6.1
    11
    424
    6.1
    11
    BAR
    B22
    BILL OF MATERIAL FOR ONE
    40' CORED SLAB UNIT
    NUMBER SIZE
    6
    #4
    TYPE
    STR
    EXTERIOR UNIT
    LENGTH WEIGHT
    14'-6"
    58
    INTERIOR UNIT
    LENGTH WEIGHT
    14'-6"
    58
    S10
    8
    #5
    S11
    84
    #4
    * S12
    49
    #5
    S14
    4
    #4
    S15
    4
    #5
    3
    4'-9"
    3
    5'-10"
    1
    5'-7"
    3
    5'-7"
    3
    7'-1"
    40
    327
    285
    15
    30
    4'-9"
    5'-10"
    5'-7"
    7'-1"
    40
    327
    15
    30
    REINFORCING STEEL
    LBS.
    * EPOXY COATED
    REINFORCING STEEL
    LBS.
    5000 P.S.I. CONCRETE CU. YDS.
    0.6" • L.R. STRANDS
    No.
    470
    285
    6.9
    11
    470
    6.9
    11
    BAR
    B23
    BILL OF MATERIAL FOR ONE
    65' CORED SLAB UNIT
    NUMBER SIZE
    6
    #4
    TYPE
    STR
    EXTERIOR UNIT
    LENGTH WEIGHT
    22'-10"
    92
    INTERIOR UNIT
    LENGTH WEIGHT
    22'-10"
    92
    S10
    8
    #5
    S11
    134
    #4
    * S12
    74
    #5
    S14
    4
    #4
    S15
    4
    #5
    3
    4'-9"
    3
    5'-10"
    1
    5'-7"
    3
    5'-7"
    3
    7'-1"
    40
    522
    431
    15
    30
    4'-9"
    5'-10"
    5'-7"
    7'-1"
    40
    522
    15
    30
    REINFORCING STEEL
    LBS.
    * EPOXY COATED
    REINFORCING STEEL
    LBS.
    6000 P.S.I. CONCRETE CU. YDS.
    0.6" • L.R. STRANDS
    No.
    699
    431
    11.0
    24
    699
    11.0
    24
    BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL
    BAR
    BARS PER PAIR OF EXTERIOR UNITS
    35' UNIT
    TOTAL NO. SIZE TYPE LENGTH WEIGHT
    * B24
    60
    60
    #5
    STR
    11'-4"
    709
    * S13
    88
    88
    #5
    2
    7'-2"
    658
    * EPOXY COATED REINFORCING STEEL
    CLASS AA CONCRETE
    TOTAL VERTICAL CONCRETE BARRIER RAIL
    LBS.
    CU.YDS.
    LN. FT.
    1367
    9.1
    70.13
    BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL
    BAR
    BARS PER PAIR OF EXTERIOR UNITS
    40' UNIT
    TOTAL NO. SIZE TYPE LENGTH WEIGHT
    * B25
    60
    60
    #5
    STR
    13'-0"
    814
    * S13
    98
    98
    #5
    2
    7'-2"
    733
    * EPOXY COATED REINFORCING STEEL
    CLASS AA CONCRETE
    TOTAL VERTICAL CONCRETE BARRIER RAIL
    LBS.
    CU.YDS.
    LN. FT.
    1547
    10.4
    80.25
    BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL
    BAR
    BARS PER PAIR OF EXTERIOR UNITS
    65' UNIT
    TOTAL NO. SIZE TYPE LENGTH WEIGHT
    * B26
    60
    60
    #5
    STR
    21'-3"
    1330
    * S13
    148
    148
    #5
    2
    7'-2"
    1106
    * EPOXY COATED REINFORCING STEEL
    CLASS AA CONCRETE
    TOTAL VERTICAL CONCRETE BARRIER RAIL
    LBS.
    CU.YDS.
    LN. FT.
    2436
    16.8
    130.13
    DEAD LOAD DEFLECTION AND CAMBER
    3'-0" x 2'-0"
    35' CORED SLAB UNIT
    0.6" • L.R.
    STRAND
    CAMBER ( SLAB ALONE IN PLACE )
    …"
    DEFLECTION DUE TO
    **
    SUPERIMPOSED DEAD LOAD
    ˆ"
    FINAL CAMBER
    ** INCLUDES FUTURE WEARING SURFACE
    Š"
    DEAD LOAD DEFLECTION AND CAMBER
    40' CORED SLAB UNIT
    3'-0" x 2'-0"
    0.6" • L.R.
    STRAND
    CAMBER ( SLAB ALONE IN PLACE )
    ‹"
    DEFLECTION DUE TO
    **
    SUPERIMPOSED DEAD LOAD
    „"
    FINAL CAMBER
    ** INCLUDES FUTURE WEARING SURFACE
    Š"
    DEAD LOAD DEFLECTION AND CAMBER
    65' CORED SLAB UNIT
    3'-0" x 2'-0"
    0.6" • L.R.
    STRAND
    CAMBER ( SLAB ALONE IN PLACE )
    1‡"
    DEFLECTION DUE TO
    **
    SUPERIMPOSED DEAD LOAD
    •"
    FINAL CAMBER
    1…"
    ** INCLUDES FUTURE WEARING SURFACE
    DRAWN BY :
    M. R. ACOSTA
    CHECKED BY :
    T. R. LAWS
    DESIGN ENGINEER OF RECORD:
    M. R. ACOSTA
    DATE : 08/2023
    DATE : 08/2023
    DATE : 03/2026
    4/6/2026
    X:\P\1034045005_Div 2 LIBR Bridge 240043\Design\Structures\CAD\401_025_BP2.R022_SMU_CS_S-13_240043.dgn
    AcostaM
    CONCRETE RELEASE STRENGTH
    UNIT
    35' & 40' UNITS
    65' UNITS
    PSI
    4000
    4800
    BAR TYPES
    7"
    6"
    CORED SLABS REQUIRED
    NUMBER LENGTH TOTAL LENGTH
    35' UNIT
    EXTERIOR C.S. 2
    35'-0"
    70'-0"
    INTERIOR C.S. 8
    35'-0"
    280'-0"
    TOTAL
    10
    35'-0"
    350'-0"
    40' UNIT
    EXTERIOR C.S. 2
    40'-0"
    80'-0"
    INTERIOR C.S. 8
    40'-0"
    320'-0"
    TOTAL
    10
    40'-0"
    400'-0"
    65' UNIT
    EXTERIOR C.S. 2
    65'-0"
    130'-0"
    INTERIOR C.S. 8
    65'-0"
    520'-0"
    TOTAL
    10
    65'-0"
    650'-0"
    GRADE 270 STRANDS
    AREA
    ( SQUARE INCHES )
    ULTIMATE STRENGTH
    ( LBS. PER STRAND )
    APPLIED PRESTRESS
    ( LBS. PER STRAND )
    0.6" • L.R.
    0.217
    58,600
    43,950
    "
    8‚
    1
    6"
    2
    7ƒ"
    S15 1'-8•"
    S14 2'-7"
    S11 2'-8"
    S10 1'-9"
    3
    ALL BAR DIMENSIONS ARE OUT TO OUT
    GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT
    ASPHALT OVERLAY THICKNESS
    @ MID-SPAN
    RAIL HEIGHT
    @ MID-SPAN
    35' UNITS
    40' UNITS
    65' UNITS
    2Ž"
    2Ž"
    1ƒ"
    3'-8Ž"
    3'-8Ž"
    3'-7ƒ"
    ORTHFECSASRIOONLIN
    SEAL
    052672
    TTHEENWG
    INEER
    R. ACO
    4/6/2026
    PROJECT NO. BP2-R022
    CRAVEN/PITT COUNTY
    STATION: 13+88.00 -L-
    SHEET 6 OF 6
    STATE OF NORTH CAROLINA
    DEPARTMENT OF TRANSPORTATION
    RALEIGH
    3'-0" X 2'-0"
    PRESTRESSED CONCRETE
    CORED SLAB UNIT
    RS&H Architects-Engineers-Planners, Inc.
    DOCUMENT NOT CONSIDERED
    FINAL UNLESS ALL
    SIGNATURES COMPLETED
    8521 Six Forks Road, Suite 400
    Raleigh, NC 27615
    919-926-4100 FAX 919-846-9080
    www.rsandh.com
    North Carolina License Nos. 50073 * F-0493 * C-28
    NO.
    1
    2
    BY:
    REVISIONS
    DATE:
    NO.
    3
    4
    BY:
    DATE:
    SHEET NO.
    S-13
    TOTAL
    SHEETS
    25
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