COUNTY DIVISIBLE LOAD PERMITS ISSUED IN 2013 PERMIT FEES PERMITS?
|
|
- Philippa Floyd
- 5 years ago
- Views:
Transcription
1
2
3 COUNTY DIVISIBLE LOAD PERMITS ISSUED IN 2013 PERMIT FEES PERMITS? GARFIELD NO Single OS - 57 Single Trip OS $15.00 Single OW Single Trip OW $ $5.00/axle Single OS/OW Annual OS $ Annual OS - 22 Annual OW $ Annual OW - 23 Annual OS/OW $ Annual OS/OW Extraordinary $ $ $5.00/Axle Extraordinary - 51 TOTAL 1,897 RIO BLANCO No Single OS 75 Single Trip OS $15.00 Single OW Single Trip OS/OW $ $5.00/Axle Single OS/OW 331 Annual OS $ Annual OS 47 Annual OS/OW $ Annual OW Annual OW $ Annual OS/OW 222 Special Permit $65.00 or Actual RBC costs Extraordinary 18 Transfer Fee $15.00 TOTAL 693 MESA Yes Their Divisible Load Regs Annual Permits 363 Single Trip Extra-Legal $15.00 currently shadow the States. Single Permits 83 Single Trip Extra Ordinary $65.00 They are in the process of SOU 94 Single Trip EO w/ an Annual $50.00 re-doing their Regs to permit Single Divisible Load 0 Annual Extra Legal Permit $90.00 Divisible loads on Primary Annual Divisible Load 32 Annual Divisible Load OW $90.00 Roads only, these roads being built to State Spec to handle the TOTAL 572 excess weight. MOFFAT No Single Trip OS 222 Single Trip OS $15.00 Single Trip OW 2 Single Trip OS/OW $ $5.00/Axle Single Trip OS/OW 75 Annual OS/OW $ Annual OS/OW 17 Annual Fleet $ $25.00/unit Special Use 175 Special Permit $ TOTAL 491 State of Yes - On State Secondary OS Annual $ Colorado Roads only OW Annual $ OSOW Annual $ Single Trip OS $ Single Trip OS/OW $ $10.00/axle Additional State Permitting as shown on State Permit application
4 MEMORANDUM TO: Deb Fiscus FROM: Mike Fowler, P.E. and Dan Cokley, P.E. DATE: April 16, 2014 SUBJECT: Bridge and Pavement Analysis for Overweight Divisible Loads SGM has performed an engineering evaluation of bridges and pavement sections for two separate overweight, divisible load permit trucks. The first truck that has been used in the evaluation is a 79,000 pound, single-unit, quad axle water truck based on the information provided by Gonzo Trucking. The second truck is a 94,000 pound, single-unit, quad axle dump truck that is similar to what is currently being permitted in neighboring counties. Colorado Legal Load Limits (no permit required) The maximum gross weight allowance on any non-interstate highway is 85,000 pounds. The total weight must be distributed so that no axle weight exceeds the legal axle weight limit for the highway traveled. This vehicle must also comply with the State Bridge Formula (see below). [C.R.S (1)(b)] The maximum gross weight allowance on any interstate highway is 80,000 pounds. The total weight must be distributed so that no axle weight exceeds the legal axle weight limit for the highway traveled. This vehicle must also comply with the Federal Bridge Formula (see below). [C.R.S (1)(c)(III)] Bridge Formulas Colorado State bridge formula for non-interstate highways: W=(L+40)1000 Federal bridge formula for interstate highways: W=500[(LN/N-1)+12N+36] W=weight; L=length from center of 1st axle to center of last axle; N=number of axles Both the 79,000 pound and 94,000 pound trucks were evaluated using both bridge formulas and both trucks violate each of the formulas. These results are presented in the attached calculations. Colorado Maximum Load Limits (permit required) Colorado House Bill allows an overweight vehicle to be permitted with a maximum gross weight of 97,000 pounds if it is operated in combination with a trailer or semitrailer if the trailer has a tandem or triple axle grouping. Colorado House Bill allows an overweight vehicle to be permitted with a maximum gross weight of 110,000 pounds if the vehicle has a quad axle grouping. 118 W. 6 th St, Ste 200 Glenwood Springs, CO Phone: Fax:
5 Bridge Evaluation SGM has evaluated the two different truck loading configurations for simple span bridges up to 140 in length. Bending moments and vertical shear forces were calculated for each of the trucks and the results are compared to moments and shears for a standard 72,000 pound AASHTO HS-20 Design Truck. Bending moments are used to determine stresses in beams due to flexure. Bending moments typically control the design for beams of various materials (steel, concrete and timber). Vertical shear forces typically do not control beam design, but may control the design of concrete slabs near the ends of the slab members where they are supported by walls or abutments. An example of where vertical shear force may control a design is in the top slab of a concrete culvert where it is supported by the sidewall. In general, the 79,000 pound and 94,000 pound single-unit, quad axle truck loadings result in the largest percentage increase over the design truck in the 15 to 40 span range. The worst case for each of the quad axle trucks is for a 24 span length. As shown in the following table, for a 24 long bridge the 79,000 pound truck produces a bending moment that is 23% greater than the HS-20 truck and the 94,000 pound truck produces a 58% greater bending moment compared to the HS-20 truck. SPAN MOMENTS (kip-ft) LENGTH HS20 79k QUAD 94k QUAD (ft) M Max M Max % of HS20 M Max % of HS % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % This general analysis is only valid for single span bridges and it should be noted that there are a number of multi-span bridges in the County s inventory that would require additional evaluation to provide similar comparisons. 118 W. 6 th St, Ste 200 Glenwood Springs, CO Phone: Fax:
6 Pavement Evaluation SGM has evaluated the 18,000 pound (18 k) Equivalent Single Axle Load (ESAL) loadings for the vehicles shown in the Pavement Analysis Trucks exhibit on the following page. For each vehicle, an ESAL loading per trip and a corresponding water volume carried per ESAL was calculated. See table below for loaded vehicle comparison: VEHICLE TOTAL LOAD (lbs) WATER CAPACITY (bbls) ESAL LOAD FACTOR CAPACITY PER ESAL (bbl / ESAL) WB-50 Tanker 80, Bobtail 54, K Quad Tanker 79, k Quad Dump 94,000 N/A 6.52 N/A As the Table indicates, The WB-50 Tanker is the most efficient carrier of water in regard to loading on a pavement surface due to its distribution of weight across a longer vehicle with tandem axles. The proposed Gonzo Quad is more efficient from a water hauling and pavement loading perspective in comparison to the existing Bobtail vehicle due to a higher relative load volume. While the existing WB-50 Tanker and Bobtail vehicles are similar with regard to ESAL loading per trip, the proposed Quad vehicles have a resultant load factor of 1.5 to 3 times the existing vehicles in use. The Quad vehicles will produce higher ESAL loadings over time and require increased pavement sections than would the existing vehicles currently being used for water hauling and gravel operations. Attachments: Bridge Analysis Calculations cc: Project File I:\2014\ GarCoRB\001-BrPermitEval\A-Corresp\BOCC Memo docx 118 W. 6 th St, Ste 200 Glenwood Springs, CO Phone: Fax:
7
8 BRIDGE ANALYSIS CALCULATIONS
9
10 BRIDGE FORMULA CALCULATIONS FOR 79,000 LB QUAD AXLE TRUCK U.S. BRIDGE FORMULA COLORADO BRIDGE FORMULA Axle Weight (lbs) Axle Weight (lbs) Bridge N L (ft) Allow Actual Bridge L (ft) Allow Actual = = = U.S. Bridge Formula Violation = Colorado Bridge Formula Violation
11 BRIDGE FORMULA CALCULATIONS FOR 94,000 LB QUAD AXLE TRUCK U.S. BRIDGE FORMULA COLORADO BRIDGE FORMULA Axle Weight (lbs) Axle Weight (lbs) Bridge N L (ft) Allow Actual Bridge L (ft) Allow Actual = = = U.S. Bridge Formula Violation = Colorado Bridge Formula Violation
12 SIMPLE SPAN ANALYSIS SUMMARY SPAN MOMENTS (kip-ft) LENGTH HS20 79k QUAD 94k QUAD HS20 SHEARS (kips) 79k QUAD 94k QUAD (ft) M Max M Max % of HS20 M Max % of HS20 V Max V Max % of HS20 V Max % of HS % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
13 Maximum Moments Simple Spans to 140' , , , M Max (kip-ft) , , , , , , , , k Quad , k Quad HS Bridge Span (ft)
14 700 Maximum Moments Simple Spans to 40' M Max (kip-ft) k Quad k Quad HS Bridge Span (ft)
15 100 Maximum Shears Simple Spans to 140' Shear (kips) k Quad 79k Quad 10 HS Bridge Span (ft)
16 80.00 Maximum Shears Simple Spans to 40' Shear (kips) k Quad k Quad HS Bridge Span (ft)
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
SPECIAL HAULING PERMITS
ODOT PERMITS OMA, NOVEMBER 29, 2017 SPECIAL HAULING PERMITS Mike Moreland Supervisor of Permits, ODOT Special Hauling Permit Section (614) 351-5530 Mike.Moreland2@dot.ohio.gov 2 Ohio Manufacturers Association
More informationSTATE OF COLORADO REENGROSSED
First Regular Session Sixty-seventh General Assembly STATE OF COLORADO REENGROSSED This Version Includes All Amendments Adopted in the House of Introduction LLS NO. 0-0.0 Jason Gelender HOUSE BILL 0- HOUSE
More informationLA Design and Rating Vehicle based on WIM (Weigh-in-Motion) Study
2016 Louisiana Transportation Conference LA Design and Rating Vehicle based on WIM (Weigh-in-Motion) Study Bala Sivakumar, P. E. James Gregg, P.E. Ekin Senturk, Ph. D. Michel Ghosn Ph.D. City College,
More informationHS20-44 vs HL-93 (Standard Specifications vs LRFD Code)
HS2-44 vs HL-93 (Standard Specifications vs LRFD Code) Fouad Jaber, P.E. Assistant State Bridge Engineer Topics to cover: Ø Topic 1: Comparison of ASD, LFD and LRFD Ø Topic 2: LRFD Objective and calibration
More informationStructural Considerations in Moving Mega Loads on Idaho Highways
51 st Annual Idaho Asphalt Conference October 27, 2011 Structural Considerations in Moving Mega Loads on Idaho Highways By: Harold L. Von Quintus, P.E. Focus: Overview mechanistic-empirical procedures
More informationTruck Axle Weight Distributions
Truck Axle Weight Distributions Implementation Report IR-16-02 Prepared for Texas Department of Transportation Maintenance Division Prepared by Texas A&M Transportation Institute Cesar Quiroga Jing Li
More informationImpact of Heavy Loads on State and Parish Bridges. Aziz Saber, Ph.D., P.E. Program Chair Civil Engineering Louisiana Tech University
Impact of Heavy Loads on State and Parish Bridges Aziz Saber, Ph.D., P.E. Program Chair Civil Engineering Louisiana Tech University Acknowledgement Funds from Louisiana Transportation Research Center LA
More informationWIM #48 is located on CSAH 5 near Storden in Cottonwood county.
WIM Site Location WIM #48 is located on CSAH 5 near Storden in Cottonwood county. System Operation WIM #48 was operational for the entire month of August 2017. Volume was computed using all monthly data.
More informationWIM #37 was operational for the entire month of September Volume was computed using all monthly data.
SEPTEMBER 2016 WIM Site Location WIM #37 is located on I-94 near Otsego in Wright county. The WIM is located only on the westbound (WB) side of I-94, meaning that all data mentioned in this report pertains
More informationWorkshop Agenda. I. Introductions II. III. IV. Load Rating Basics General Equations Load Rating Procedure V. Incorporating Member Distress VI.
Workshop Agenda I. Introductions II. III. IV. Load Rating Basics General Equations Load Rating Procedure V. Incorporating Member Distress VI. Posting, SHV s and Permitting VII. Load Rating Example #1 Simple
More informationLoad Rating for SHVs and EVs
Load Rating for SHVs and EVs and Other Challenges Lubin Gao, Ph.D., P.E. Senior Bridge Engineer Load Rating Office of Bridges and Structures Federal Highway Administration Outline Introduction Specialized
More informationWIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT
WIM #31 US 2, MP 8.0 EAST GRAND FORKS, MN JANUARY 2015 MONTHLY REPORT WIM #31 EAST GRAND FORKS MONTHLY REPORT - JANUARY 2015 WIM Site Location WIM #31 is located on US 2 at mile post 8.0, southeast of
More informationNDDOT Truck Harmonization Study
NDDOT Truck Harmonization Study Upper Great Plains Transportation Institute North Dakota State University North Dakota Association of County Engineers January 21, 2016 Bismarck ND Ramkota Hotel Tim Horner,
More information(6) Annual Blanket Permits.
(6) Annual Blanket Permits. Blanket permits may be issued for moves up to and including twelve-feet, four-inches (12 4 ) in width and one hundred-fifty-feet, zero inches (150 0 ) in overall length. Height
More informationTruck Traffic Impact Analysis
Truck Traffic Impact Analysis FOR Proposed Demolition Project AT 3300 Panorama Drive Morro Bay, CA Prepared for Rhine LP & CVI Group, LLC Prepared by 1998 Santa Barbara Avenue, Suite 200 San Luis Obispo,
More informationNEW Load Restrictions and Overweight/Oversize Permit Requirements
NEW Load Restrictions and Overweight/Oversize Permit Requirements Illegaly overweight vehicles damage Minnehaha County roads, shorten road life, and increase costs to both the trucking industry and taxpayers.
More informationUS 191 Load Rating Past and Present. By Ron Pierce, P.E.,S.E., CBI David Evans & Associates Bridge Operations Services Practice Leader
US 191 Load Rating Past and Present By Ron Pierce, P.E.,S.E., CBI David Evans & Associates Bridge Operations Services Practice Leader Inspection Experience Bridge Inspection with Idaho Transportation Department
More informationP.L Fixing America s Surface Transportation (FAST) Act
P.L. 114-94 Fixing America s Surface Transportation (FAST) Act Truck Size and Weight Provisions John H. Berg WASHTO COHT - Memphis, TN March 1, 2016 2 FAST Act Signed by President Obama on December 4,
More informationWIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA APRIL 2014 MONTHLY REPORT
WIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA APRIL 2014 MONTHLY REPORT In order to understand the vehicle classes and groupings, the MnDOT Vehicle Classification Scheme and the Vehicle Classification
More informationWIM #29 was operational for the entire month of October Volume was computed using all monthly data.
OCTOBER 2015 WIM Site Location WIM #29 is located on US 53 near Cotton in St Louis county. System Operation WIM #29 was operational for the entire month of October 2015. Volume was computed using all monthly
More informationAASHTOWare Bridge Rating Vehicle Library Setup
AASHTOWare Bridge Rating Vehicle Library Setup AASHTOWare Bridge Rating 6.5 1-20-2014 Contents The Michigan Vehicle Description Database.... 2 Download Instructions: Library of Michigan Legal Vehicles
More informationWIM #40 is located on US 52 near South St. Paul in Dakota county.
WIM Site Location WIM #40 is located on US 52 near South St. Paul in Dakota county. System Operation WIM #40 was operational for the entire month of November 2017. Volume was computed using all monthly
More information2018 LOUISIANA TRANSPORTATION CONFERENCE. Mohsen Shahawy, PHD, PE
2018 LOUISIANA TRANSPORTATION CONFERENCE Sunday, February 25 - Wednesday, February 28, 2018 DEVELOPMENT OF U-BEAM PRESTRESSED CONCRETE DESIGN STANDARDS Mohsen Shahawy, PHD, PE SDR Engineering Consultants,
More informationWIM #40 US 52, MP S. ST. PAUL, MN APRIL 2010 MONTHLY REPORT
WIM #40 US 52, MP 126.8 S. ST. PAUL, MN APRIL 2010 MONTHLY REPORT In order to understand the vehicle classes and groupings the Mn/DOT Vehicle Classification Scheme and the Vehicle Class Groupings for Forecasting
More informationNew Weight Limits on Roads
New Weight Limits on Roads Minnesota s Truck Weight 2018 Education Program Minnesota Assn. of Townships Greg Hayes / Tom Nelson A Minnesota educational project to safeguard public roadways through voluntary
More informationFixing America s Surface Transportation (FAST) Act
P.L. 114-94 Fixing America s Surface Transportation (FAST) Act Truck Size and Weight Provisions Crystal Jones AASHTO-COHT, Denver August, 2016 2 Truck Size and Weight Provisions Milk Products (Section
More informationA Proposed Modification of the Bridge Gross Weight Formula
14 MID-CONTINENT TRANSPORTATION SYMPOSIUM PROCEEDINGS A Proposed Modification of the Bridge Gross Weight Formula CARL E. KURT A study was conducted using 1 different truck configurations and the entire
More informationWIM #39 MN 43, MP 45.2 WINONA, MN APRIL 2010 MONTHLY REPORT
WIM #39 MN 43, MP 45.2 WINONA, MN APRIL 2010 MONTHLY REPORT In order to understand the vehicle classes and groupings the Mn/DOT Vehicle Classification Scheme and the Vehicle Class Groupings for Forecasting
More informationOffice of Vehicle & Motor Carrier Services 6310 SE Convenience Blvd Ankeny, IA 50021
Revised 5-7-2014 Office of Vehicle & Motor Carrier Services 6310 SE Convenience Blvd Ankeny, IA 50021 Hours: 8:00am 4:30pm, Monday Friday Phone: (515) 237-3264 oversizepermits@dot.iowa.gov www.iowadot.gov/mvd/omcs
More informationWIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA MAY 2013 MONTHLY REPORT
WIM #41 CSAH 14, MP 14.9 CROOKSTON, MINNESOTA MAY 2013 MONTHLY REPORT In order to understand the vehicle classes and groupings the Mn/DOT Vehicle Classification Scheme and the Vehicle Classification Groupings
More informationOhio Department of Transportation. Special Hauling Permits Section West Broad St. Columbus, Ohio Third Floor Mailstop #5140
Ohio Department of Transportation Special Hauling Permits Section 1980 West Broad St. Columbus, Ohio 43223 Third Floor Mailstop #5140 1 When is a Permit Needed? Whenever a vehicle/load are to move on the
More informationA COMPARATIVE STUDY OF LIVE LOADS FOR THE DESIGN OF HIGHWAY BRIDGES IN PAKISTAN
International Journal of Bridge Engineering (IJBE), Vol. 4, No. 3, (2016), pp. 49-60 A COMPARATIVE STUDY OF LIVE LOADS FOR THE DESIGN OF HIGHWAY BRIDGES IN PAKISTAN Muhammad Adeel Arshad University of
More informationUnderstanding & Calculating the Impact of Oil-Related Traffic
Understanding & Calculating the Impact of Oil-Related Traffic Jack Olson, Asst. Director Planning/Asset Management Division ND Department of Transportation Bismarck, ND October 26, 2011 1. An overview
More informationComparison of Live Load Effects for the Design of Bridges
J. Environ. Treat. Tech. ISSN: 2309-1185 Journal weblink: http://www.jett.dormaj.com Comparison of Live Load Effects for the Design of Bridges I. Shahid 1, S. H. Farooq 1, A.K. Noman 2, A. Arshad 3 1-Associate
More informationSTRUCTURE AND BRIDGE DIVISION
VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURE AND BRIDGE DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM GENERAL SUBJECT: Load Rating and Posting of Structures (Bridges and Culverts) SPECIFIC SUBJECT:
More informationProbability based Load Rating
Probability based Load Rating Dennis R. Mertz, Ph.D., P.E. Center for Innovative Bridge Engineering University of Delaware Fundamentals of LRFR Part 1 Introduction to Load Rating of Highway Bridges 1-2
More informationProject Manager: Neil Beckett. Prepared by: Bernadette Bañez. Reviewed by: Neil Beckett. Approved for issue by: David Darwin
Annual Weigh-In-Motion (WiM) Report 2010 This report has been prepared for the benefit of the NZ Transport Agency (NZTA). No liability is accepted by this company or any employee or sub-consultant of this
More informationCHAPTER 7 VEHICLES... 2
Table of Contents CHAPTER 7 VEHICLES... 2 SECTION 7.1 LEGAL LOADS... 2 SECTION 7.2 STANDARD AASHTO VEHICLES... 3 SECTION 7.3 SPECIAL ROUTE VEHICLES... 7 SECTION 7.4 SCHOOL BUSES... 13 Table of Figures
More informationA, B, C Permit Truck Classification Calculator
A, B, C Permit Truck Classification Calculator For bridge overweight permitting purposes, the A, B, C Permit Truck Classification calculator is a tool developed to determine the weight classification of
More informationUnderstanding the. Illinois Size & Weight Laws
Understanding the Illinois Size & Weight Laws INTRODUCTION This booklet has been prepared by the Illinois Department of Transportation and the Illinois State Police to assist you, the driver, in understanding
More informationHeavy Truck Safety. Heavy Truck Safety. Luke W. Loy U.S. DOT-FMCSA
Heavy Truck Safety Heavy Truck Safety Luke W. Loy U.S. Luke DOT-FMCSA W. Loy U.S. DOT-FMCSA SYNOPSIS Nationwide CMV Vehicle OOS Rate - Approx. 20% Heavy Truck Inspection Project OOS Rate - Approx. 37%
More informationCFIRE December 2009
i BRIDGE ANALYSIS AND EVALUATION OF EFFECTS UNDER OVERLOAD VEHICLES (PHASE 1) CFIRE 02-03 December 2009 National Center for Freight & Infrastructure Research & Education College of Engineering Department
More informationRequirements for Agricultural Operations on Wyoming Highways. Wyoming Highway Patrol Commercial Carrier Section
Requirements for Agricultural Operations on Wyoming Highways Wyoming Highway Patrol Commercial Carrier Section January 2017 January, 2017 Dear Wyoming Agriculture Producer: Please read this booklet. Wyoming
More informationDistrict of Columbia
Oversize/ Overweight Permit Manual District of Columbia Foreword The Specialized Carriers & Rigging Association is pleased to publish this Oversize/ Overweight Permit Manual. Each state analysis includes
More informationSynthesis Impacts of Overweight Implements of Husbandry on Minnesota Roads and Bridges. Synthesis Report
2005-05 Synthesis Report Impacts of Overweight Implements of Husbandry on Minnesota Roads and Bridges Synthesis 1. Report No. MN/RC 2005-05 4. Title and Subtitle IMPACTS OF OVERWEIGHT IMPLEMENTS OF HUSBANDRY
More informationSection 2B.59 Weight Limit Signs - Interim Revisions
Note: this document is an interim modification to Section 2B.59 of the Virginia Supplement to the MUTCD, Revision #1. Once the VDOT District Structure & Bridge section has made the determination that a
More informationOhio Transportation Engineering Conference 2012
Ohio Transportation Engineering Conference 2012 October 31, 2012 Mitch Hardert Chief Engineer CBC Engineers Jim Noll Director Engineering Services CONTECH Joe Dennis Director Business Development CBC Engineers
More informationOVERDIMENSIONAL VEHICLE POLICY
OVERDIMENSIONAL VEHICLE POLICY Phone 701-241-1545 Fax 701-241-8101 www.fargotruckroutes.com 2017 Revision Policy Effective: 1-1-2017 City of Fargo Overdimensional Vehicle Policy Table of Contents Page
More informationRTSSC. Enhancing mobility of people and goods in rural America.
NORTH DAKOTA TRUCK SIZE AND WEIGHT EDUCATION PROGRAM A COOPERATIVE PROJECT BETWEEN NORTH DAKOTA DEPARTMENT OF TRANSPORTATION, NORTH DAKOTA HIGHWAY PATROL, NORTH DAKOTA LOCAL TECHNICAL ASSISTANCE PROGRAM
More informationAppendix J Traffic Impact Study
MRI May 2012 Appendix J Traffic Impact Study Level 2 Traffic Assessment Limited Impact Review Appendix J [This page was left blank intentionally.] www.sgm-inc.com Figure 1. Site Driveway and Trail Crossing
More informationFifth Wheel Application Guide
Fontaine Fifth Wheel Application Guide No-Slack 7000CC No-Slack 6000 No-Slack 7000 No-Slack H7 A useful tool to help you choose the right fifth wheel for your particular needs. 800-874-9780 Fontaine Fifth
More information2008/09 Truck-Weight Legislation: Frequently Asked Questions
2008/09 Truck-Weight Legislation: Compiled by Greg A. Hayes, Minnesota Statewide Truck-Weight Education Program Phone: 218-684-1764, e-mail: GAHayes@gmail.com The questions below are from the Minnesota
More informationfinal report Minnesota Truck Size and Weight Project Minnesota Department of Transportation Cambridge Systematics, Inc.
final report prepared for Minnesota Department of Transportation prepared by Cambridge Systematics, Inc. with SRF Consulting Group, Inc. Harry Cohen June 2006 www.camsys.com final report prepared for Minnesota
More informationSECTION 1 - APPLICANT INFORMATION. 1) Legal Name: 2) Mailing Address: 3) Physical Address (if different from mailing address):
150 CSR 27 FORM 1 Application for CRTS Permit (PSC Use Only) January1, through December 31, PSC Permit No.: ProcessedBy: SECTION 1 - APPLICANT INFORMATION 1) Legal Name: 2) Mailing Address: 3) Physical
More informationWeight Allowance Reduction for Quad-Axle Trailers. CVSE Director Decision
Weight Allowance Reduction for Quad-Axle Trailers CVSE Director Decision Brian Murray February 2014 Contents SYNOPSIS...2 INTRODUCTION...2 HISTORY...3 DISCUSSION...3 SAFETY...4 VEHICLE DYNAMICS...4 LEGISLATION...5
More informationNew Hampshire. Foreword. Legal Notice
Oversize/ Overweight Permit Manual New Hampshire Foreword The Specialized Carriers & Rigging Association is pleased to publish this Oversize/ Overweight Permit Manual. Each state analysis includes information
More informationImpact of Environment-Friendly Tires on Pavement Damage
Impact of Environment-Friendly Tires on Pavement Damage Hao Wang, PhD Assistant Professor, Dept. of CEE Rutgers, the State University of New Jersey The 14th Annual NJDOT Research Showcase 10/18/2012 Acknowledgement
More informationOHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 20, 2012 To: Users of the Bridge Design Manual From: Tim Keller, Administrator, Office of Structural
More informationINFORMATION ON THE MOVEMENT OF OVERSIZE OR OVERWEIGHT VEHICLES AND LOADS
Michigan Department of Transportation T-2 (07/18) INFORMATION ON THE MOVEMENT OF OVERSIZE OR OVERWEIGHT VEHICLES AND S Page 1 of 7 GENERAL The statutes of the State of Michigan authorize MDOT to issue
More informationWEST BRANDYWINE TOWNSHIP 198 Lafayette Road West Brandywine, PA Fax FEE: $75.00 (Up to 200 S.F.)
WEST BRANDYWINE TOWNSHIP 198 Lafayette Road West Brandywine, PA 19320 610 380-8200 Fax 610 384-4934 FEE: $75.00 (Up to 200 S.F.) PERMIT NO. ZONING PERMIT APPLICATION FOR TOOL SHED/MINOR ACCESSORY BUILDING
More informationCase Study of Bridge Load Rating in KY using BrR. C.Y. Yong, P.E., S.E., ENV-SP
Case Study of Bridge Load Rating in KY using BrR C.Y. Yong, P.E., S.E., ENV-SP Project Overview Choosing the Right Tool Validation Challenges Conclusions Outline KY Bridge Load Rating Horizontally curved
More informationCHARACTERIZATION AND DEVELOPMENT OF TRUCK LOAD SPECTRA FOR CURRENT AND FUTURE PAVEMENT DESIGN PRACTICES IN LOUISIANA
CHARACTERIZATION AND DEVELOPMENT OF TRUCK LOAD SPECTRA FOR CURRENT AND FUTURE PAVEMENT DESIGN PRACTICES IN LOUISIANA LSU Research Team Sherif Ishak Hak-Chul Shin Bharath K Sridhar OUTLINE BACKGROUND AND
More informationSafety Compliance Manual
Missouri Department of Transportation Motor Carrier Services Safety Compliance Manual Alcohol and Drug Testing Requirements - Periodic Inspection - Aggregrate Gross Weight HM Safety Permits - For-Hire
More informationImpact of Overweight Traffic on Pavement Life Using WIM Data and Mechanistic- Empirical Pavement Analysis
Impact of Overweight Traffic on Pavement Life Using WIM Data and Mechanistic- Empirical Pavement Analysis HAO WANG, PhD, Assistant Professor JINGNAN ZHAO and ZILONG WANG, Graduate Research Assistant RUTGERS,
More informationSection 04: Weight Limitations. Minnesota Trucking Regulations
Section 04: Weight Limitations Minnesota Trucking Regulations 31 Section 04 Weight Limitations Minnesota uses a number of different types of weighing equipment. These include portable scales, certified
More informationIMPACTS OF ENERGY DEVELOPMENT ON TEXAS ROADS
IMPACTS OF ENERGY DEVELOPMENT ON TEXAS ROADS Zheng(Jenny) Li & Magdy Mikhail 9 th International Conference on Managing Pavement Assets, May 18-21, 2015 Table of Contents 1 2 3 4 5 6 Introduction Statewide
More informationLoad Rating in Michigan
Load Rating in Michigan February 22, 2006 Why Load Rate Bridges Public Safety Federal and State Requirements Bridge Preservation Load Rating Influences: NBI Item 67 (Structural Evaluation) Structurally
More informationTruck Enforcement and Screening Station (TESS) Status Briefing
Truck Enforcement and Screening Station (TESS) Status Briefing May 18, 2017 Welcome Introductions Key Personnel Glenn Leon Guerrero, DPW Director Felix Benavente, DPW Deputy Director Joaquin Blaz, DPW
More informationLive Load Distribution in Multi-Cell Box-Girder Bridges and its Comparison with Current AASHTO LRFD Bridge Design Specifications
Live Load Distribution in Multi-Cell Box-Girder Bridges and its Comparison with Current AASHTO LRFD Bridge Design Specifications by Rob Y.H. Chai, Eddy Shin-Tai Song & Karl M. Romstad Department of Civil
More informationScale Manufacturers Association. Standard. Vehicle Scale Characterization (SMA VCS-1102)
Scale Manufacturers Association Standard Vehicle Scale Characterization (SMA VCS-1102) First Edition Approved by SMA November 8, 2002 Copyright: SMA, November 2002 DISCLAIMER The Scale Manufacturers Association
More informationChapter 1 Introduction to Heavy-Duty Commercial Vehicles
Chapter 1 Introduction to Heavy-Duty Commercial Vehicles Introduction Categories and configurations of commercial vehicles include: Medium-sized delivery vehicles Ambulances Fire and rescue vehicles Highway
More informationLOADS BRIDGE LOADING AND RATING. Dead Load. Types of Loads
BRIDGE LOADING AND RATING LOADS 0 1 Types of Loads Bridges are subjected to many different types of loads. There are three important types of bridge loads: Dead load Live load Other loads Dead Load Dead
More informationOHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO
OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO 43216-0899 July 21, 2017 To: Users of the Bridge Design Manual From: Tim Keller, Administrator, Office of Structural
More informationTruck Weight: Know Your Limits
Truck Weight: Know Your Limits 2017 1 Truck Weight: Know Your Limits 2017 2 Workshop Websites Session 2 Highway Types: Truck Weight and Size Limits List of Restrictions http://www.transportation.wv.gov/highways/maintenance/hauling_permits/documents/
More informationStatic Load and Vibration Performance of Six Timber Bridges Constructed Using Local Species in Northern Michigan
Static Load and Vibration Performance of Six Timber Bridges Constructed Using Local Species in Northern Michigan By: Brian K. Brashaw, Robert Vatalaro and Xiping Wang University of Minnesota Duluth Natural
More informationSection 05: Oversize/Overweight Permits. Minnesota Trucking Regulations
Section 05: Oversize/Overweight Permits Minnesota Trucking Regulations 37 Section 05 Oversize/Overweight Permits Obtain a Permit: A MnDOT special permit for oversize/overweight transportation is valid
More informationCommercial Vehicle Pre-Clearance and Compliance Best Practices. RANDY HANSON International Road Dynamics
Commercial Vehicle Pre-Clearance and Compliance Best Practices RANDY HANSON International Road Dynamics Commercial Vehicle Compliance Best Practices Agenda Weigh Station Configurations Mainline, Ramp,
More informationSUPPLEMENTAL APPLICATION FOR OVERWEIGHT SPECIAL HAULING PERMIT
M-936AS (2-14) www.dot.state.pa.us SUPPLEMENTAL APPLICATION FOR OVERWEIGHT SPECIAL HAULING PERMIT Instructions for completing this form are located on pages 3 through 6. Application ID#: POWER UNIT ID
More informationRELIABILITY-BASED EVALUATION OF BRIDGE LIVE LOAD CARRYING CAPACITY IN THE UNITED STATES. Lubin Gao 1
RELIABILITY-BASED EVALUATION OF BRIDGE LIVE LOAD CARRYING CAPACITY IN THE UNITED STATES Abstract Lubin Gao 1 In accordance with the National Bridge Inspection Standards (NBIS), each bridge must be load
More informationPROCEDURES FOR ESTIMATING THE TOTAL LOAD EXPERIENCE OF A HIGHWAY AS CONTRIBUTED BY CARGO VEHICLES
PROCEDURES FOR ESTIMATING THE TOTAL LOAD EXPERIENCE OF A HIGHWAY AS CONTRIBUTED BY CARGO VEHICLES SUMMARY REPORT of Research Report 131-2F Research Study Number 2-10-68-131 A Cooperative Research Program
More informationMaine and Vermont Interstate Highway Heavy Truck Pilot Program. 6 Month Report
Maine and Vermont Interstate Highway Heavy Truck Pilot Program 6 Month Report Introduction Section 194 of the 2010 Department of Transportation Appropriations Act provided for a 1 year heavy truck pilot
More informationInfrastructure-Friendly Vehicles to Support Texas Economic Competitiveness
TECHNICAL REPORT -6817-1 TxDOT PROJECT NUMBER -6817 Infrastructure-Friendly Vehicles to Support Texas Economic Competitiveness Jorge A. Prozzi Prasad Buddhavarapu Sareh Kouchaki José Weissmann Angela Weissmann
More informationAASHTO Manual for Assessing Safety Hardware, AASHTO/FHWA Joint Implementation Plan Standing Committee on Highways September 24, 2015
AASHTO Manual for Assessing Safety Hardware, 2015 AASHTO/FHWA Joint Implementation Plan Standing Committee on Highways September 24, 2015 Full Scale MASH Crash Tests (NCHRP 22-14(02)) Conducted several
More informationItem #2 - Load Rating/Posting Policy Sean Hankins is currently working on Load Rating Policy with Jeremy.
MEMORANDUM June 13, 2017 TO: ACEC-INDOT Bridge Inspection Committee Members FROM: Jonathan Olson, BF&S RE: ACEC-INDOT Bridge Inspection Committee Meeting Minutes (Meeting held May 12, 2017) The following
More informationMinnesota s Truck Weight Education Program
2018 Minnesota s Truck Weight Education Program Greg A. Hayes - Director Tom J. Nelson - Coordinator A Minnesota educational project to safeguard public roadways through voluntary vehicle Greg Hayes All
More informationThe efficient harvesting and transporting
FORFS 18-05 Hauling Timber on County Roads *C. Niman, J. Stringer, and Z. Grigsby The efficient harvesting and transporting of timber is critical for woodland owners, including farmers, to capitalize on
More informationSchedule 18 (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES
Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION
More informationHawaii revised vehicle code:
Hawaii: Hawaii revised vehicle code: http://law.justia.com/codes/hawaii/2013/title-17/chapter-291c Hawaii Revised Statutes TITLE 17. MOTOR AND OTHER VEHICLES [ 286-47.2] Certificate of trailer registration.
More informationPavement Thickness Design Parameter Impacts
Pavement Thickness Design Parameter Impacts 2012 Municipal Streets Seminar November 14, 2012 Paul D. Wiegand, P.E. How do cities decide how thick to build their pavements? A data-based analysis Use same
More informationMOTORHOME REGULATIONS. length given)
MOTORHOME REGULATIONS United States A l a b a m a Posted 45 13 6 102 65 Varies 20,000 lbs Class D Yes A l a s k a Posted 40 14 102 75 N/A N/A Class D Yes A r i zo n a Posted 45 13 6 96 65 Manuf. Stated
More informationMDOT Load Rating Program
Presentation Outline FHWA Audit & Action Plan Prioritization list Announcements and updates Bridge load rating assistance program Virtis load rating software MDOT Load Rating Program 2009 FHWA Audit, Final
More informationUnderstanding Freight Vehicle Pavement Impacts: How do Passenger Vehicles and Trucks Compare?
Understanding Freight Vehicle Pavement Impacts: How do Passenger Vehicles and Trucks Compare? Introduction With annual logistics costs equal to more than 8 percent of the US GDP,1 and an average of 64
More informationSession of HOUSE BILL No By Committee on Transportation 2-14
Session of 0 HOUSE BILL No. By Committee on Transportation - 0 0 0 AN ACT regulating traffic; concerning oversize and overweight utility vehicles; allowing oversize and overweight utility vehicles to respond
More informationVehicle Size & Weight Enforcement Updates
Vehicle Size & Weight Enforcement Updates WASHTO COHT Reno, NV Office of Freight Management and Operations 1200 New Jersey Avenue SE Washington, D.C. 20590 www.ops.fhwa.dot.gov/fr eight 202-366-9210 John
More informationMANUAL OF ISSUANCE OF SPECIAL HAULING PERMITS ON WARREN COUNTY HIGHWAYS. Effective March 17, 2015 Revised January 2, 2018
A. INTRODUCTION MANUAL OF ISSUANCE OF SPECIAL HAULING PERMITS ON WARREN COUNTY HIGHWAYS Effective March 17, 2015 Revised January 2, 2018 Section 4513.34 of the Ohio Revised Code, in part, grants permission
More informationIC Chapter 5. Heavy Duty Highways and Extra Heavy Duty Highways
IC 9-20-5 Chapter 5. Heavy Duty Highways and Extra Heavy Duty Highways IC 9-20-5-1 Establishment and designation of heavy duty and extra heavy duty highways; removal of designation; publication of map
More informationMinnesota Highway Cost Allocation Study
Minnesota Highway Cost Allocation Study Hao-Wei Chen Diwakar Gupta Industrial & Systems Engineering Program Outline Highway Cost Allocation (HCA) Study Minnesota Highway Cost Allocation Tool (MHCAT) HCA
More informationUsing Weigh-in-Motion Data to Calibrate Trade-Derived Estimates of Mexican Trade Truck Volumes in Texas
Transportation Research Record 1719 129 Paper No. 00-1353 Using Weigh-in-Motion Data to Calibrate Trade-Derived Estimates of Mexican Trade Truck Volumes in Texas Miguel A. Figliozzi, Robert Harrison, and
More informationA34S8. Bill No: Sponsor(s): Date Introduced: April 26, Com mittee: Assembly: Transportation. Senate: Amended during passage: Yes
LEGISLATIVE HISTORY CHECKLIST Compiled by the NJ State law library NJSA: 39:3-84 (Se mi-trai1 ers- length) LAWS OF: 1991 CHAPTER: 115 Bill No: Sponsor(s): A34S8 Cohen and Kronick Date Introduced: April
More informationThe INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application
The INDOT Friction Testing Program: Calibration, Testing, Data Management, and Application Shuo Li, Ph.D., P.E. Transportation Research Engineer Phone: 765.463.1521 Email: sli@indot.in.gov Office of Research
More information