HIGH TENSION CABLE BARRIER (HTCB)
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1 HIGH TENSION CABLE BARRIER (HTCB) Derwood Sheppard, P.E. Design Standards Engineer
2 HIGH TENSION CABLE BARRIER (HTCB)
3 HTCB Updates Developmental Process New Developmental Design Standard (DDS) Index 450 Revised Developmental Specification Dev540 Cable Heights Specified per NCHRP Report 711 Shop Drawing Requirements Design Criteria - End Terminal Foundations - Line Post Foundations Mow Strip Basis of Payment Innovative Products List (IPL)
4 Developmental Standards & Specifications!!!*** IMPORTANT ***!!! Developmental Means Standards and Specifications Can Change Throughout the Process. Do not Rely Solely on the Information Posted on the FDOT Website. Always refer to Specification and Standards included in the Contract Documents!
5 FDOT Developmental Information
6 FDOT Developmental Information
7 DDS Index D450
8 DDS Index D450
9 Developmental Specifications
10 Developmental Specifications
11 Developmental Specifications
12 Developmental Specifications
13 Developmental Specification 540 System Requirements FHWA Eligibility Letter - NCHRP 350 Test Level 4 (TL-4) - MASH (None at this time) 4-Cable Top Cable Min. Height = 33 Bottom Cable Max. Height = 21
14 Developmental Specification 540 System Hardware Requirements Pre-Stretched Cables Min. Break Strength of 39 kip Fittings Min. Yield Strength of 36.8 kip Cable Studs (Threaded Terminals) - Swaged - Wedge-Lock (Closed Only)
15 Developmental Specification 540 Turnbuckles Closed Type Only Socketed Line Posts 16 Feet Max. Spacing - Other Spacing per Manufacture/Designer Steel Sleeves Excluder caps
16 Developmental Specification 540 Line Post Foundations Unsaturated Condition Saturated Condition Site Specific Design Geotechnical Info in Plans
17 Developmental Specification 540 Line Post Foundation Design Data Table Geotechnical Information
18 Developmental Specification 540 Line Post Foundation Design Data Table Summary of Locations and Foundation
19 Developmental Specification 540 End Terminals Must be include in FHWA Eligibility Letter Hardware same as in Crash Test End Terminal Foundations ALL - Miscellaneous Structure Drilled Shaft - Same Requirements as Mast Arms, High Mast Lights, Etc ALL - Project Specific Designed Geotechnical Design Data included in Plans
20 Developmental Specification 540 End Terminal Foundations Design Data Table Geotechnical Information
21 Developmental Specification 540 End Terminal Foundations Design Criteria Design Loads Thermal Loading - Theoretical Cumulative Cable Zero Degrees Fahrenheit Lateral Deflection - 1-inch Maximum Deflection Terminal Distribution Slab Mow Strip 2 Asphalt / 3 Concrete
22 Developmental Specification 540 Shop Drawings and Calculations Submittals Shop Drawings: 1. General notes and construction specifications 2. Height of each cable in the system 3. Post length and height of each post with respect to the ground level 4. Post Spacing along entire length of system 5. Detailed drawings of all posts and hardware 6. Turnbuckle and/or splice locations 7. Overall length of the cable barrier segment, including end terminals 8. Cable barrier length, excluding end terminals 9. End terminal design, including length and location (station/offset) 10. Foundation dimensions and detailed steel reinforcement layout for all concrete foundations, including end terminal anchors, end terminal transition line posts, and standard line posts 11. Location and design of Barrier Delineators, including line post and end terminal
23 Developmental Specification 540 Shop Drawings and Calculations Submittals Design Calculations: 1. The manufacturer s product brochure, construction specifications, installation manual, and maintenance manual 2. Contact information and qualifications/resume for manufacturer s technical representative 3. Design tables including cable tension as a function of cable temperature 4. The NCHRP-350 or MASH FHWA eligibility letter for the proposed cable barrier system and end terminals 5. Blank sample of the proposed Cable Tension Log 6. The end terminal foundation design(s) prepared by the Contractor s Specialty Engineer 7. The line post foundation design(s) prepared by the Contractor s Specialty Engineer (required when geotechnical soil conditions do not meet standard criteria).
24 Developmental Specification 540 Manufacturer s Representative Onsite Milestones 1. Cable Barrier and Foundation Layout 2. Installation of End Terminal Cable Anchorage 3. Installation of Post Sleeves 4. Setting of Initial Line Post 5. Installation of Post Hardware 6. Cable Attachment and Tensioning Installation Training Manufacture must submit Letter certifying that Construction Personnel have received adequate training for installation and tensioning of system.
25 Developmental Specification 540 Cable Installation and Tensioning Install in accordance w/manufacturer s Specifications Cable Height Tolerance ± 1 Location of Hardware - As Crash Tested (FHWA Eligibility Letter) - Otherwise, DO NOT interfere with Line Post Initial Tensioning Final Tensioning - 14 to 21 days after Initial Tensioning - Re-tensioning when < 90%
26 Developmental Specification 540 Tension Devices and Tools Supply Department the Following: New/Calibrated Tension Meter Device - System Specific Tools for Repair/Maintenance Basis of Payment (New Pay Item # s) HTCB Length of Need Segment per foot End Terminal per each End Terminal Foundation per cubic yard Concrete Mow Strip per foot Asphalt Mow Strip per ton (Specification Section 339)
27 Developmental Specification 540 Method of Measurement End Terminal Foundation per cubic yard - Quantity in Plans for Bid Purposes Only - Payment will be based on Shop Drawings
28 Developmental Specification 540 Method of Measurement Mow Strip - 3 Concrete Mow Strip ( per foot) - 2 Asphalt Mow Strip (Misc. Asphalt per ton) Same As Guardrail
29 Summary Table
30 Innovative Products List (IPL)
31 Innovative Products List (IPL)
32 Questions?
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