HMA Overlay. K128; KA 4485-01 FR U24/K128 JCT N TO MC/JW CO LI IN MC CO, KA 4486-01 FR MC/JW CO LI N TO U36/K128 W JCT, KA 4488-01, FR U36/K128 E JCT N TO KS/NE ST LI, K228, KA 4487-01 K228 BEG TO END IN JW CO. LENGTH IS
HMA Overlay. U050 FR EXISTING HMA OVERLAY E TO HV/MN CO LI IN HV CO. LENGTH IS 8.370 MI. TIE TO U050-040 KA 4642-01.
HMA Overlay. U050 FR EXISTING HMA OVERLAY E TO HV/MN CO LI IN HV CO. LENGTH IS 8.370 MI. TIE TO U050-040 KA 4642-01. NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED. PROVISION NO. DESCRIPTION 08-10-66-R05 08-31-09-R01 04-30-82-R07 08-04-92-R03 04-26-90-R05 10-10-00-R07 06-01-06-R01 07-19-80-R13 11-03-80-R09 11-15-96-R05 07-01-17 01-01-11-R01 09-06-94-R01 KS170019 FHWA-1273 03-10-06-R01 07-18-80-R28 15-ER-1-R11 15-01002 15-01008 15-01009 15-01010 15-01011-R04 15-01012-R01 15-01016-R01 15-01017 15-01018 15-01019 15-06007 15-08001-R02 15-11002-R01 15-11003-R01 15-11004 15-11005 15-12001 REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT REQUIRED CONTRACT PROVISION-EMULSIFIED ASPHALT ADJUSTMENT REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR REQUIRED CONTRACT PROVISION-LIMITS OF FED FUNDS FOR LOBBYING REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR ASPHALT REQUIRED CONTRACT PROVISION-DBE CONTRACT GOAL REQUIRED CONTRACT PROVISION-NOTICE FOR AFFIRMATIVE ACTION REQUIRED CONTRACT PROVISION-EEO REQUIREMENT REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE NOTICE TO CONTRACTORS (USDOT HOTLINE) MINIMUM WAGE RATE (AREA 1) REQUIRED CONTRACT PROVISION-FEDERAL-AID CONSTRUCTION CONTRACTS REQUIRED CONTRACT PROVISION-DBE SUPPLIERS/REGULAR DEALERS REQUIRED CONTRACT PROVISION-UTILIZATION OF DBE'S ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED INFORMATION TO CONTRACTORS (STATUS OF UTILITIES) FUEL ADJUSTMENT ASPHALT ADJUSTMENT EMULSIFIED ASPHALT ADJUSTMENT ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT SEASONAL LIMITATIONS PROSECUTION AND PROGRESS CARGO PREFERENCE ACT CONTROL OF MATERIALS CONTROL OF WORK HOT MIX ASPHALT CONSTRUCTION QC/QA WORK ZONE TRAFFIC CONTROL AND SAFETY (FOR 1R'S) AGGREGATE FOR HMA AGGREGATES FOR CONCRETE NOT PLACED ON GRADE AGGREGATE FOR ON GRADE AGGREGATES FOR SUBGRADE MODIFICATION OR RECONSTRUCTION GENERAL REQUIREMENT DIVISION 1200 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION LIST PAGE: DATE: 10/18/17 STATE PROJECT NO: U050-040 KA 4643-01 STATE CONTRACT NO 517102595 PREPARED DATE: REVISED DATE: PRIMARY DISTRICT: 12OCT17 WAGE AREA: 1 PRIMARY COUNTY: X...
HMA Overlay. U050 FR EXISTING HMA OVERLAY E TO HV/MN CO LI IN HV CO. LENGTH IS 8.370 MI. TIE TO U050-040 KA 4642-01. NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED. PROVISION NO. DESCRIPTION 15-14001 15-14002 15-17004-R01 15-22003 15-22004-R01 15-22005 15-25001-R04 15-25002 15-26001-R05 15-MR0095 15-PS0010 15-PS0017 15-PS0018 15-PS0106 AIR-ENTRAINING ADMIXTURES FOR CONCRETE SHEET MATERIALS FOR CURING CONCRETE RELEASE COMPOUND FOR ASPHALT MIXES MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL PAVEMENT MARKING PAINT IMAGE SYSTEMS PART V CONSTRUCTION MANUAL - PART V MATERIALS CERTIFICATIONS
HMA Overlay. For lots 3 and greater, the lot density requirements and appropriate density pay adjustment factors are shown in subsection 602.9b. as the percent of the Gmm value based on the average of the density tests. The standard lot size is 10 density tests. Smaller lot sizes may result as outlined in TABLE 602-10. Normally, the Gmm value used to calculate the density percentage is the average value of all Gmm tests conducted the same day the lot was placed and compacted. If less than 3 Gmm values were obtained that day, use the moving average value (last 4 tests prior to the end of the day). When starting a mix and less than 4 Gmm values have been determined, use the average value of those available at the end of each day.
HMA Overlay. D-1: Thin Overlay
HMA Overlay. This activity consists of resurfacing the existing pavement with Hot-Mix Asphalt.
HMA Overlay. Open Graded Friction Course Open Graded Friction Course is a surface course with an aggregate gradation that provides an open void structure as compared with conventional dense graded asphalt concrete. Air void content typically ranges from 15-25%, resulting in a highly permeable mixture relative to conventional HMA, which is typically impermeable.
HMA Overlay. Ultrathin (<1.5”) Plant Mix Combinations of Asphalt Cement and Aggregate applied to pavement in thicknesses between 0.75" to 1.5". Dense graded, open graded, and stone matrix mixes are all used. Like all overlays, a tack coat is required before placement of the overlay. Polymer modification should be specified for binders in thin wearing surfaces. (0.75” or less). E-3: HMA Overlay – Ultrathin (<1.5”) (High Performance Thin Overlay) Plant Mix Combinations of Asphalt Cement and Aggregate applied to pavement in thicknesses between 0.75" to 1.5". This typically includes a high percentage of polymer-modified binder, resulting in a more crack-resistant wearing course than a dense-graded mix. E-4: Grind and HMA Overlay – 64-22/28, w/ or w/o 8PV This activity is a combination of grinding the existing pavement surface up to 4” and overlaying with Hot-Mix Asphalt 64-22/28, with or without 8PV mix. 8PV mix is recommended when the existing Friction Number is less than 40, when high wear-and-tear of the pavement surface is expected, or where there is a high occurrence of wet weather accidents.
HMA Overlay. GAP –SMA This activity consists of overlaying with Gap-Graded Stone-Matrix Asphalt (SMA). Gap Graded mixes are recommended on Freeways/Expressways. E-10: HMA Overlay – 76-22, Dense 8PV This activity consists of overlaying with Hot-Mix Asphalt 76-22, with 8PV mix. 8PV mix is recommended when the existing Friction Number is less than 40, when high wear-and-tear of the pavement surface is expected, or where there is a high occurrence of wet weather accidents. The use of 76-22 binder is generally recommended where surface rutting is anticipated. E-11: Wedge/Level and HMA Overlay – 64-22/28, w/ or w/o 8PV This activity is a combination of placing a Wedge/level layer on the existing pavement surface and overlaying with Hot-Mix Asphalt 64-22/28, with or without 8PV mix. Wedge/level is a layer of variable HMA thickness used for grade or cross-slope adjustments, as a structural layer, and to improve ride quality. 8PV surface mix is recommended when the existing Friction Number is less than 40, when high wear-and-tear of the pavement surface is expected, or where there is a high occurrence of wet weather accidents. E-12: Wedge/Level and HMA Overlay – GAP –SMA This activity is a combination of placing a Wedge/level layer on the existing pavement surface and overlaying with Gap-Graded Stone-Matrix Asphalt (SMA). Wedge/level is a layer of variable HMA thickness used for grade or cross-slope adjustments, as a structural layer, and to improve ride quality. Gap Graded mixes are recommended on Freeways/Expressways. E-13: Wedge/Level and HMA Overlay – 76-22, Dense 8PV This activity is a combination of placing a Wedge/level layer on the existing pavement surface and overlaying with Hot-Mix Asphalt 76-22, with 8PV mix. 8PV mix is recommended when the existing Friction Number is less than 40, when high wear-and-tear of the pavement surface is expected, or where there is a high occurrence of wet weather accidents. The use of 76-22 binder is generally recommended where surface rutting is anticipated. E-14: PCC Overlay – Unbonded (HMA-Surfaced pavements) Unbonded overlays are basically new pavements constructed on an existing stable platform. It is a 4" - 11" PCC layer as applied on an existing flexible or composite pavement. It is generally unbonded, but may be partially bonded to the existing HMA to increase the load carrying capacity. PCC Overlay – Unbonded (PCC-Surfaced pavements) Placement of a PCC overlay on a rigid pavement. Prior to placement of a PCC overlay, a bond brea...
