PPT Reporting Requirements - The American Recovery and

2726001 resurface asphalt pavement and reseal/repair concrete pavement on us7 in burlington, 2727001 RESEAL/REPAIR CONCRETE PAVEMENT JOINTS, AND RESURFACE ASPHALT PAVEMENT ON US7 (CLASS I) 6000015 REHABILITATION OF BRIDGE NO. 7 ON PROSPECT STREET IN BARRE CITY, OVER THE STEVENS BRANCH OF THE WINOOSKI RIVER.

Sustainable Bioenergy and Bioproducts: Value Added

Appl Environ Microbiol 12(4):330–334 Yokoi H, Aratake T, Nishio S, Hirose J (1998) Production of chitosan from mycelia of thefungus Gongronella butleri. Artificial Organs 22(10):837–848 Suntornsuk W, Pochanavanich P, Suntornsuk L (2002) Fungal chitosan production on food processing by-products.

Improving Hot Mix Asphalt Performance with SUPERPAVE

Improving Hot Mix Asphalt Performance with SUPERPAVE. A Driving Force In Asphalt . SUPERPAVE Update for Intevep April 8, 2002

Effect of Viscoelastic Material in Hot Mix Asphalt Rutting

Jun 09,  · In addition, the use of modified asphalt mixture and basalt superpave asphalt mixture can improve the rutting performance of asphalt mixture [12,13,14,15]. Meanwhile, Walubita et al. reported that the rutting of HWTT increases with increasing test temperature and the increasing sample sitting time increased rutting resistance of HMA.

portal.psz.utm.my

334 5533. 335 5245 2011. 336 1593 2011. 337 8668. 338 5193 2011. 339 5825 2011. 340 4770 2011. 341 2391. 342 4092. 343 5154 2011. 344 5154 2011. 345 8966 2011. 346 8043. 347 4597 2011. 348 7901 4/17/2012. 349 11732 2011. 350 9940 2011. 351 10261 2011. 352 1067. 353 4970 2011. 354 5193 2011. 355 5193 2011. 356 5189 2011. 357 8115. 358 8939

Pavement Manual: Hot-Mix Asphalt Pavement Mixtures

Superpave mixtures (Item 344), Permeable Friction Course (Item 342), Stone-Matrix Asphalt (Item 346), Thin Bonded Friction Courses (Item 348), and mixture designs used in Hot In-Place Recycling of Asphalt Concrete Surfaces (Item 358) must be compacted using the SGC in accordance with Tex-241-F, “Superpave Gyratory Compacting of Test Specimens

Standard Specifications | PDF | Road Surface

Table 101.4-1 Acronyms and Abbreviations Used, continued Acronym or Short Form PAV PCI PE PGAB PLS PTC PVC RAP RC RCP RPCCP RSC RTFO SAE SBL SE SI SME SSPC TAPPI TBC TCD U.S. UBC Full Name or Meaning pressure aging vessel Precast/Prestressed Concrete Institute polyethylene performance graded asphalt binder pure live seed positive temperature

Investigation of Superpave Fine Aggregate Angularity

Investigation of Superpave Fine Aggregate Angularity Criterion for Asphalt Concrete January 2007 Transportation Research Record Journal of the Transportation Research Board 1998(1):75-81

WORKSHEET FOR SUPERPAVE ASPHALT CONCRETE MIX

WORKSHEET FOR SUPERPAVE ASPHALT CONCRETE MIX DESIGN . Project: Date: Contractor: Nominal Maximum Aggregate Size, : Asphalt supplier: Grade of asphalt: Sources for: Aggregates: Mineral filler: Testing laboratory name: Phone: Testing performed by: Testing reported by: English . Metric . SUMMARY OF THE PROPOSED JOB-MIX-FORMULA

The Effect of Aging on the Cracking Resistance of Recycled

Fatigue cracking is an important concern when a high percentage of Reclaimed Asphalt Pavement (RAP) is used in an asphalt mixture. The aging of the asphalt binder reduces its ductility and makes the pavement more susceptible to cracking. Rejuvenators are often added to high-RAP mixtures to enhance their performance. The aging of a rejuvenated binder is different from asphalt.

PAVEMENT DESIGN AND REHABILITATION MANUAL - PDF Free

SuperPave 37.5 SuperPave 25.0 SuperPave 19.0 SuperPave 12.5 SuperPave 12.5FC 1 SuperPave 12.5FC 2 SuperPave 9.5 SuperPave 4.75 A summary of mix uses and properties is provided in the following Tables and 1.4.3: Table Summary of Hot Mix Asphalt SMA 19.0 SMA 12.5 SMA 9.5 SuperPave 37.5 SuperPave 25.0 A premium binder course mix with enhanced

CONTRACT DOCUMENTS TECHNICAL ... - Temple Terrace

SECTION 334 SUPERPAVE ASPHALT CONCRETE SECTION 336 ASPHALT RUBBER BINDER SECTION 337 ASPHALT CONCRETE FRICTION COURSES SECTION 901 COARSE AGGREGATE SECTION 902 FINE AGGREGATE SECTION 916 BITUMINOUS MATERIALS . October Section 01010: Summary of Work | 1 01010-1 General Descriptions of Portions of The Work

brandon2004 | Road Surface | Materials - Scribd

Results from NETC Project Percent passing #8 (2.36 mm) sieve for all samples: 29% Optimum asphalt cement content: 4.3% 00-2 and the GDOT laboratory investigation indicate that a mix such as GDOT’s 25-mm Superpave would require an excessive level of compaction to meet an in-place air voids requirement that would cre- contribute to permeable

Qcs Complete [k0pv6e8pzo01]

Qcs Complete [k0pv6e8pzo01]. QCS 20 010 Introductio on Page 1 INTR RODUCT TION The purp pose of the technical re egulation QS S 27/ [Q Qatar Construction Speccifications 20 010 (QCS )] iss to provide technical t guid dance in con nnection with h the executio on of construuctions in the e State of Qatar.

PDF) Binder Rheology, Morphology and Adhesion Effects on

1mm sections of asphalt concrete cut from 63.5 mm thick and 101.6 mm diameter asphalt concrete samples using a diamond blade saw. The cut section was polished

607411 HD (CO).DWG BEACHSTREET EXT

2" superpave intermediate course - 12.5 (sic - 12.5) over subbase: 6" high early strength cement concrete over 8" gravel borrow type b (or suitable existing material) fine milling and hma overlay proposed resurfacing:2" superpave surface course - 12.5 (ssc - 12.5) over 2" superpave leveling course - 9.5 (slc - 9.5) (to be used as necessary) over

Numerical Index of Independent Assurance Sampling and

Asphalt Surface Treatments: Section-410: Asphalt Plant Mixes General Requirements: Section-420: Polymer Modified Open Graded Friction Course: Section-423: Stone Matrix Asphalt (SMA) Fiber Stabilized Asphalt Concrete: Section-424: Superpave Bituminous Concrete: Section-429: Improved Bituminous Concrete: Section-450: Portland Cement Concrete

SPECIFICATIONS FOR ROADWAY AND

item descriptions shown in the Specifications, as for example, Asphaltic Concrete or Concrete, Class II, must be deemed to include all additional descriptive wording shown

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF TRANSPORTATION Standard Specifications for Road and Bridge Construction

LEVEL ONE MIX DESIGN: MATERIALS SELECTION

Superpave Level 1 mix design relative to the materials selection, compaction, and specimen conditioning. Superpave (.,$..uperiorPerforming Asphalt Pavements)is the name for the final product of the SHRP Asphalt Research Program. The Superpave mix design system is a comprehensive

XLSX Home | Idaho Transportation Department

0. 0. 1. 2. 3. 4. 0. 0. 0 5.2999999999999999e-2 0 0 5.3999999999999999e-2 0 0 0 0. 10000 5.2999999999999999e-2 530 0 0 0 0. 500 5.2999999999999999e-2 26.5 0 25 85 6