Rural arterials and collectors with a traveled way of 20 feet or more in width and an ADT of 3,000 vehicles per day or greater. The chevrons and diagonal lines should form an angle of approximately 30 to 45 degrees with the longitudinal lines that they intersect. Guidance: Similarly, the passing sight distance on a horizontal curve is the distance measured along the center line (or right-hand lane line of a three-lane roadway) between two points 3.5 feet above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve (see Figure 3B-4). 02 Signs (see Section 2B.26), lane-use control signals (see Chapter 4M), or both shall be used to supplement reversible lane pavement markings. The number of different word and symbol markings used should be minimized to provide effective guidance and avoid misunderstanding. Standard: hb``b`` 01 Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections, and on approaches to other intersections where traffic stops. Figure 3B-17 Examples of Yield Lines at Unsignalized Midblock Crosswalks. Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/26/2023","04/28/2023",005-62N62,1,19.00%,0.00% . These markings and signs should be placed well in advance of the turn and should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles (see Drawing A of Figure 3B-11). Option: The purpose of this policy is to compile the policies and procedures which govern project location, design, and environmental evaluation into one comprehensive manual. Procurements Construction Services Contractor Resources The following manuals, guides, specifications, and forms are provided to help you do business with IDOT. Edge line markings may be placed on streets and highways with or without center line markings. The typical details listed on this page represent the recommended pavement marking design; they may be added to the blank plan sheet border (see below) when assembling a Pavement Marking Plan for a particular project. Where observed speeds exceed posted or statutory speed limits, longer tapers should be used. Doing Business Manuals and Guides - Illinois Department of Transportation 35 Lane-reduction arrow markings may be used in long acceleration lanes based on engineering judgment. Guidance: 0000163116 00000 n On approaches to intersections, solid white lane line markings may be used to separate adjacent through lanes or adjacent mandatory turn lanes from each other. Option: Support: (BC 57)" "105 Working Days" *** Do not import this pay item list into the IDOT electronic bidding system. Support: The following is a list of manuals and guides, which includes instructional materials such as Special Provisions and Type, Size, and Location documents. Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. 23 In the case of a lane drop at an exit ramp or intersection, such a solid white line may replace a portion, but not all of the length of the wide dotted white lane line. hb``a``01GC30(0I[*_*=XyuS PVBi1 hm These pavement markings can be helpful to road users in some locations by supplementing signs and providing additional emphasis for important regulatory, warning, or guidance messages, because the markings do not require diversion of the road user's attention from the roadway surface. Where center line markings are used, no-passing zone markings shall be used on approaches to grade crossings in compliance with, In addition to pavement markings, no-passing zone signs (see. 11 Because non-intersection pedestrian crossings are generally unexpected by the road user, warning signs (see Section 2C.50) should be installed for all marked crosswalks at non-intersection locations and adequate visibility should be provided by parking prohibitions. Examples of channelizing line applications are shown in, Channelizing lines at exit ramps as shown in, Channelizing lines at entrance ramps as shown in, For all exit ramps and for entrance ramps with parallel acceleration lanes, channelizing lines shall be placed on both sides of the neutral area (see, For entrance ramps with tapered acceleration lanes, channelizing lines shall be placed along both sides of the neutral area to a point at least one-half of the distance to the theoretical gore (see Drawing C of, For entrance ramps with tapered acceleration lanes, the channelizing lines may extend to the theoretical gore as shown in Drawing B of. Standard: Raised pavement markers also may be used to supplement other markings such as channelizing islands, gore areas, approaches to obstructions, or wrong-way arrows. IDOT's Bureau of Materials is used as a resource for determining reasonable inspection procedures and sampling frequencies for materials used in highway construction. 03 When crosshatch markings are used in paved areas that separate opposing directions of traffic, they shall be yellow diagonal markings that slant away from traffic in the adjacent travel lanes, as shown in Figures 3B-2 and 3B-5 and Drawings A and B of Figure 3B-15. Navigate to Erosion and Sediment Control for more information in regards to methods to prevent soil and other pollutants from leaving the construction site. 06 The values of the minimum passing sight distances that are shown in Table 3B-1 are for operational use in marking no-passing zones and are less than the values that are suggested for geometric design by the AASHTO Policy on Geometric Design of Streets and Highways (see Section 1A.11). The drawing files below are the most current revisions. Pavement Markings 9D-1Pavement Markings 9E: Traffic Control 9E-1Traffic Critical Projects Program 9F: Traffic Control in Work Zones 9F-1Introduction to Traffic Mobility and Safety Mitigations 9F-2Mobility and Safety Mitigations by Work Type Section 4N.02 contains information regarding In-Roadway Warning Lights at crosswalks. Option: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. Guidance: 04 Retroreflective and internally illuminated raised pavement markers are available in mono-directional and bidirectional configurations. Article 8.3.1 Revised the Application section. Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. When arrows are used for a short turn lane, the second (downstream) arrow may be omitted based on engineering judgment. Figure 3B-3 Examples of Three-Lane, Two-Way Marking Applications. The chevrons and diagonal lines should form an angle of approximately 30 to 45 degrees with the longitudinal lines that they intersect. 09 If traffic can pass either to the right or left of the obstruction, the markings shall consist of two channelizing lines diverging from the lane line, one to each side of the obstruction. Because non-intersection pedestrian crossings are generally unexpected by the road user, warning signs (see. 22 Where lane changes might cause conflicts, a wide or normal solid white lane line may extend upstream from an intersection. DOC Temporary Pavement Marking NOT FINDING WHAT YOU NEED? Figure 3B-15 Examples of Applications of Markings for Obstructions in the Roadway. Context Sensitive Solutions (CSS) - Aeronautics Implementation Procedures - May 2007.pdf, Locally Let Project and Local Procurement Guidance - AB 2013-02 .pdf, Sponsor Guidance for Local Let Projects at Primary Airports.pdf, 2016 ITEP Application Example - Form OPP-2245.pdf, Context Sensitive Solutions (CSS) - BLR Implementation Procedures - May 2007.pdf, Context Sensitive Solutions (CSS) - Departmental Policy D&E 21.pdf, Corps of Engineers Wetlands Delineation Manual 1987.pdf, Erosion and Sediment Control Field Guide for Construction Inspection.pdf, Highway Jurisdiction Guidelines Booklet.pdf, IDOT Guidance Photographing Historic Structures.pdf, IDOTs Acronyms: Its Like Trying to Read a Bowl of Alphabet Soup?! When crosshatch markings are used on paved shoulders, they shall be diagonal markings that slant away from traffic in the adjacent travel lane. Navigate to Storm Water Management Plan to view more information in regards to storm water runoff pollution and an action plan. 10 If traffic can pass either to the right or left of the obstruction, additional white chevron crosshatch markings (see Section 3B.24) may be placed in the flush median area between the channelizing lines as shown in Drawing C of Figure 3B-15. Approach markings for bridge supports, refuge islands, median islands, toll plaza islands, and raised channelization islands shall consist of a tapered line or lines extending from the center line or the lane line to a point 1 to 2 feet to the right-hand side, or to both sides, of the approach end of the obstruction (see, For roadways having a posted or statutory speed limit of 45 mph or greater, the taper length of the tapered line markings should be computed by the formula L = WS. Stop lines should be 12 to 24 inches wide. When arrows are used for a short turn lane, the second (downstream) arrow may be omitted based on engineering judgment. Except for dotted edge line extensions (see. The following is a list of construction forms. Standard: 02 The spacing for such applications should be 2N, where N equals the length of one line segment plus one gap (see Section 3B.11). Guidance: Option: 71 0 obj <>/Filter/FlateDecode/ID[<822B1D6D13F48247A52E0F55BAC168B4><89240DF46620E34683FD21F1FCC90EAF>]/Index[59 17]/Info 58 0 R/Length 78/Prev 267304/Root 60 0 R/Size 76/Type/XRef/W[1 3 1]>>stream 01 Retroreflective or internally illuminated raised pavement markers may be used as positioning guides with longitudinal line markings without necessarily conveying information to the road user about passing or lane-use restrictions. Pavement marking letters, numerals, symbols, and arrows shall be installed in accordance with the design details in the Pavement Markings chapter of the "Standard Highway Signs and Markings" book (see. Revised MUTCD Maintaining Minimum Pavement Marking Retroreflectivity 04 Additional parking space markings for the purpose of designating spaces for use only by persons with disabilities are discussed in Section 3B.20 and illustrated in Figure 3B-22. 02 Stop lines may be used to indicate the point behind which vehicles are required to stop in compliance with a STOP (R1-1) sign, a Stop Here For Pedestrians (R1-5b or R1-5c) sign, or some other traffic control device that requires vehicles to stop, except YIELD signs that are not associated with passive grade crossings. The following is a listing of pay item unit of measure to material code unit conversion factors in pay item order. Company Name. 10 If used, stop and yield lines should be placed a minimum of 4 feet in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabouts as provided for in Section 3C.04 and at midblock crosswalks. Figure 3B-23 Example of Elongated Letters for Word Pavement Markings, Figure 3B-24 Examples of Standard Arrows for Pavement Markings. The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red (see, Retroreflective or internally illuminated raised pavement markers may be used in the roadway immediately adjacent to curbed approach ends of raised medians and curbs of islands, or on top of such curbs (see. Guidance: Section 4L.03 contains information regarding Warning Beacons to provide active warning of a pedestrian's presence. If used, advance speed hump markings should be installed in each approach lane. 09 Center line markings shall be placed on all paved urban arterials and collectors that have a traveled way of 20 feet or more in width and an ADT of 6,000 vehicles per day or greater. To the extent possible, pavement marking extensions through intersections should be designed in a manner that minimizes potential confusion for drivers in adjacent or opposing lanes. Standard: Guidance: Speed measurement markings, if used, shall be white, and shall not be greater than 24 inches in width. Option: On approaches to intersections, a solid white lane line marking should be used to separate a through lane from an added mandatory turn lane. 04 On roadways with center line markings, no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum shown in Table 3B-1 for the 85th-percentile speed or the posted or statutory speed limit. Yield (stop) lines and Yield Here To (Stop Here For) Pedestrians signs should not be used in advance of crosswalks that cross an approach to or departure from a roundabout. Article 7.6.17 Revised sign legend from 7 Days to Pay Online to 14 Days to Pay Online. l'yPU_Vk[MWl7C-K},,u|-_XVpRX4bC9/_Q"ce} qm q~kU(AuuM^.a*,\{\o/t~Xl :v\CEmr VjgpV!E?}}yq\?=O_| yDsWqu0O'rS@D M#T9s0Yfi95J/e]Qq[WXy-d| bu0~g,"aj5o sTd)D8]0tw(/WN~/qQ=yrZ~o9Rs)kqXK&s5YC{!^'Fbvy&Lg=MF`bU7X;HjzBHs]&-Qlo^l6T -3otF9kL3'?#FFH4bjz,|eyI`[Sm\IF2+/KIk8beU. Option: The word STOP shall not be placed on the pavement in advance of a stop line, unless every vehicle is required to stop at all times. 03 If raised pavement markers are used to substitute for broken line markings, a group of three to five markers equally spaced at a distance no greater than N/8 (see Section 3B.11) shall be used. Lane-reduction transition markings are not used for lane drops. The longitudinal spacing of the chevrons or diagonal lines should be determined by engineering judgment considering factors such as speeds and desired visual impacts. 08 For entrance ramps with tapered acceleration lanes, channelizing lines shall be placed along both sides of the neutral area to a point at least one-half of the distance to the theoretical gore (see Drawing C of Figure 3B-9). 19 Section 3B.09 contains information about the lane line markings that are to be used for transition areas where the number of through lanes is reduced. 19 0 obj <>stream Standard: Guidance: If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk, the crosswalk should be not less than 6 feet wide. 07 If traffic is required to pass only to the right of the obstruction, the markings shall consist of a two-direction no-passing zone marking at least twice the length of the diagonal portion as determined by the appropriate taper formula (see Drawing A of Figure 3B-15). 10 White chevron crosshatch markings (see Section 3B.24) may be placed in the neutral area of exit ramp and entrance ramp gores for special emphasis as shown in Figures 3B-8 and 3B-10 and Drawing A of Figure 3B-9. %PDF-1.5 % There is also a new compliance date in the Introduction, and a new publication added to Section 1A.11. The space between the triangles should be 3 to 12 inches. PDF NOTICE TO CONTRACTORS BULLETIN - idot.illinois.gov 06 If a bicycle lane is marked on the outside portion of the traveled way, the edge line that would mark the outside edge of the bicycle lane may be omitted. Support: The manual is organized similar to the Standard Specifications. Guidance: 04 Examples of lane line markings are shown in Figures 3B-2, 3B-3, and 3B-7 through 3B-13. Since yellow and white curb markings are frequently used for curb delineation and visibility, it is advisable to establish parking regulations through the installation of standard signs (see, Where curbs are marked for delineation or visibility purposes, the colors shall comply with the general principles of markings (see. Option: 03 For roadways having a posted or statutory speed limit of 45 mph or greater, the taper length of the tapered line markings should be computed by the formula L = WS. 05 Under both formulas, L equals the taper length in feet, W equals the width of the offset distance in feet, and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. (a) Pavement Marking Tape, Type I and Type III 1095.06 (b) Paint Pavement Markings 1095.02 (c) Pavement Marking Tape, Type IV 1095.11" 06 When used, internally illuminated raised pavement markers shall be steadily illuminated and shall not be flashed. Where lane changes might cause conflicts, a wide or normal solid white lane line may extend upstream from an intersection. Guidance: 09 Directional configurations should be used to maximize correct information and to minimize confusing information provided to the road user. Guidance: Standard: PDF 108-22 Pavement Marking Line Types Line Types - Iowa Department of Where it is desired to alert the road user to changes in the travel path, such as on sharp curves or on transitions that reduce the number of lanes or that shift traffic laterally, the spacing may be reduced to N or less. 03 Word, symbol, and arrow markings shall be white, except as otherwise provided in this Section. Find your nearest vaccination location at vaccines.gov. 34 Where a lane-reduction transition occurs on a roadway with a speed limit of 45 mph or more, the lane-reduction arrow markings shown in Drawing f in Figure 3B-24 should be used (see Figure 3B-14). Pavement Markings - INDOT PDF Chapter 44 PAVEMENT DESIGN - Illinois Department of Transportation Option: A white word message, such as DO NOT BLOCK or KEEP CLEAR, within the intersection area that vehicles must not block. Standard: Figure 3B-13 Examples of Line Extensions through Intersections. Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/27/2023","04/28/2023",138-72403,6,4.00%,0.00% . SEARCH THE DOT WEBSITE SEARCH OUR A-Z INDEX 06 If a continuous flush median island formed by pavement markings separating travel in opposite directions is used, two sets of solid double yellow lines shall be used to form the island as shown in Figures 3B-2 and 3B-5. If you are unable to open these files, please navigate to the troubleshooting webpage for assistance. 06 A dotted white line marking shall be used as the lane line to separate a through lane that continues beyond the interchange or intersection from an adjacent lane for any of the following conditions: 07 For exit ramps with a parallel deceleration lane, a normal width dotted white lane line shall be installed from the upstream end of the full-width deceleration lane to the theoretical gore or to the upstream end of a solid white lane line, if used, that extends upstream from the theoretical gore as shown in Drawings A and C of Figure 3B-8. Guidance: 21. 03 On roadways without continuous center line pavement markings, short sections may be marked with center line pavement markings to control the position of traffic at specific locations, such as around curves, over hills, on approaches to grade crossings, at grade crossings, and at bridges. For hard copies of documents with publication numbers, please send a request toreport.center@dot.govand include the publication number and title, along with the number of copies and your mailing address and phone number. City of Chicago Street and Site Plan Design Standards April 2007 ii . Standard: 07 At locations controlled by traffic control signals or on approaches controlled by STOP or YIELD signs, crosswalk lines should be installed where engineering judgment indicates they are needed to direct pedestrians to the proper crossing path(s). 06 Examples of approach markings for obstructions in the roadway are shown in Figure 3B-15. When paved shoulders of sufficient width are available, the speed measurement markings may be placed entirely on these shoulders (see Drawing A of. US DOT Home | FHWA Home | MUTCD Home | Operations Home | Privacy Policy, United States Department of Transportation - Federal Highway Administration. 03 On low-speed urban roadways where curbs clearly define the roadway edge in the lane-reduction transition, or where a through lane becomes a parking lane, the edge line and/or delineators shown in Figure 3B-14 may be omitted as determined by engineering judgment. Option: In Chicago, the typical roadway pavement width for a large proportion of local streets is 30 feet, measured from face of curb to face of curb. New marked crosswalks alone, without other measures designed to reduce traffic speeds, shorten crossing distances, enhance driver awareness of the crossing, and/or provide active warning of pedestrian presence, should not be installed across uncontrolled roadways where the speed limit exceeds 40 mph and either: Chapter 4F contains information on Pedestrian Hybrid Beacons. Support: Standard: Guidance: 0000568712 00000 n Guidance: Edge line markings may be excluded, based on engineering judgment, for reasons such as if the traveled way edges are delineated by curbs, parking, or other markings. 11 For entrance ramps with a parallel acceleration lane, a normal width dotted white line extension may be installed from the downstream end of the dotted white lane line to the downstream end of the acceleration taper, as shown in Drawing A of Figure 3B-9. When supplementing longitudinal line extension markings through at-grade intersections, one raised pavement marker for each short line segment should be used. If advance markings are used, they shall comply with the detailed design shown in Figure 3B-31. The following are the reference materials for executing an agreement for airport related work, 2023 Illinois Highway Standards for Traffic Control, 2022 Illinois Highway Standards for Traffic Control, Work Zone Safety and Mobility Supplemental Policy, Positive Protection of Workers, Drop-offs and Temporary Concrete Barrier: 4-21, Standard Specifications / Supplemental Specifications and Recurring Special Provisions, Documentation of Contract Quantities Guide, CMMS Supplement Documentation of Contract Quantities Guide, Concrete Structures Other Than Bridge Decks, Hot Mix Asphalt (HMA) Binder and Surface Course, Hot Mix Asphalt (HMA) Pavement (Full Depth), Removal and Disposal of Regulated Substances, Stabilized Subbase, BAM, CAM, PAM & CAM II, LPA Resources: Local Roads and Street Manual, Illinois Supplement to the National Manual on Uniform Traffic Control Devices, Illinois Supplement to the National MUTCD Summary of Changes, Project Procedure Guide Sampling Frequencies for Materials Testing and Inspection, MISTIC Pay Item/Material Conversion Factor Report, Final Rule on Work Zone Safety and Mobility, Quality Standard for Work Zone Traffic Control Devices, Agreement on Accuracy of Plan Quantities (English): BC 981, Agreement on Accuracy of Plan Quantities (Metric): BC 981m, Assignment of Contract/Consent to Assignment of Contract: BC 503, Authorization of Contract Changes: BC 22 (Excel), Bidders Employee Utilization Form: BC 1256, Bituminous Paving Daily Record (metric): BC 2529M, Checklist for Engineer's Final Payment Estimate: BC 111, Construction Manual Corrections & Comments: BC 2371, Consultant Engineer's Private Vehicle Weekly Mileage Record: BC 931, Consultant Engineer's Weekly Personnel and Vehicle Time Distribution Record: BC 930, Contractor's Performance Evaluation: BC 1777, Final Inspection Report of State Road Work: BC 71, Local Agency Certification to Accompany Engineer's Final Payment Estimate: BC 608, Local Public Agency Construction Inspector: BC 776, Local Public Agency Resident Construction Supervisor/ In Responsible Charge: BC 775, Notice of EEO Policy & EEO Officer: BC 955, NPDES/Erosion Control Inspection Report: BC 2259, Prior Approval Authorization of Contract Change: BC 2256, Profile Report for Bridge Deck Smoothness: BC 2450, Profile Report for Pavement Smoothness: BC 2448A, Project Labor Agreement (PLA) Workforce Participation Quarterly Reporting Form: BC 820, Report of Bridge Deck Patching Quantities: BC 2544, Request for Approval of Subcontractor: BC 260a, Request for Procurement Policy Board Waiver: BC 24, Rotational Capacity Test Worksheet: BC 2320, Smoothness Assessment Worksheet: BC 2448B, Subcontractor Payment Agreement: Non-DBE: BC 2115, Substance Abuse Prevention Program Certification: BC 261, Traffic Control Surveillance Report: BC 2240, Geotechnical Memos and Special Provisions, Construction Inspector Daily (QA) Report, BBS 2562, Construction Inspector Project Start Up Checklist, BBS 2561, Pre-Project Environmental Submittal Review Checklist, BBS 2557, Pre-Project Painting Submittal Review Checklist, BBS 2558, Fabrication Nonconformance Report, BBS 2660A, Drilled Shaft Concrete Placement Log, BBS 135, Drilled Shaft Excavation and Inspection Record, BBS 134, Drilled Shaft Qualifications and Installation Plan, BBS 133, Soils Field Testing and Inspection-STTP-S33, Drilled Shaft Foundation Construction Inspection Reference Manual - STTP-S32, Asbestos Determination Certification, BBS 2536, Acceptance Testing for Density Bituminous Mixes: AER 1, Acceptance Testing for Strength 501 Concrete Mixes: AER 3, Aggregate Moisture Determination Pyncometer Jar Test: AER 19, Assignment of Material Description: AER 5, Authorization of Contract Changes: AER 51, Bituminous Mixture Daily Plant Output: AER 9, Bituminous Nuclear Density Testing: AER 16, Concrete Batch Weight Calculations/Field Gradations (Blended Aggregates): AER 12A, Concrete Batch Weight Calculations: AER 12, Concrete Moisture Determination Adjusted Oven Dry Method: AER 6, Concrete Plant Production Mix Veri&cation: AER 4, Construction Phase Engineering Amendment Application: AER 2020, Consultant Airport Construction Personnel Plan: AER 34, Contract Time Suspension/Resumption Noti&cation: AER 1016, Contractor's Performance Evaluation: AER 1777, Hot Mix Asphalt (HMA) Paving Daily Record: AER 2529, Mean and Standard Deviation Test for Outliers: AER 2, PCC Test Batch Documentation Report: AER 23, Storm Water Pollution Prevention Plan/Erosion Control Inspection Report: AER 2259, Airport Construction Documentation Manual, Manual for Documentation of Airport Materials, Policy Memorandum (Aeronautics) 87-3 Mix Design Test Batch Quality Control and Acceptance Testing of PCC Pavement Mixture (2020), Policy Memorandum (Aeronautics) 87-4 Determination of Bulk Specific Gravity (d) of Compacted Bituminous Mixes (2020), Policy Memorandum (Aeronautics) 96-1A Item 610, Structual Portland Cement Concrete, Job Mix Formula Approval and Production Testing (2022), Policy Memorandum (Aeronautics) 96-3 Requirements for Quality Assurance on Projects with Bituminous Concrete Paving (2020), Policy Memorandum (Aeronautics) 97-2 Pavement Marking Acceptance (2020), Policy Memorandum (Aeronautics) 2001-1 Requirements for Cold Weather Concreting (2020), Policy Memorandum (Aeronautics) 2003-1 Requirements for Laboratory, Testing, Quality Control and Paving of Superpave HMA Concrete Mixtures for Airports (2020), Policy Memorandum (Aeronautics) 2011-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Porous Friction Course (2020), Policy Memorandum (Aeronautics) HMA Comparison Samples (2020), Policy Memorandum (Aeronautics) 07-21 Acceptance Procedure for Finely Divided Minerals used in Portland Cement Concrete and Other Applications, Policy Memorandum (Aeronautics) 2001-1 Requirements for Cold Weather Concreting, Policy Memorandum (Aeronautics) 2003-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Superpave HMA Concrete Mixtures for Airports, Policy Memorandum (Aeronautics) 2011-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Porous Friction Course, Policy Memorandum (Aeronautics) 87-2 Density Acceptance of Bituminous Pavements, Policy Memorandum (Aeronautics) 87-3 Mix Design, Test Batch, Quality Control, and Acceptance Testing of PCC Pavement Mixture, Policy Memorandum (Aeronautics) 87-4 Determination of Bulk Specific Gravity (d) of Compacted Bituminous Mixes, Policy Memorandum (Aeronautics) 90-1 Resampling and Retesting of PCC Pavement, Policy Memorandum (Aeronautics) 95-1 Field Test Procedures For Mixer Performance and Concrete Uniformity Tests, Policy Memorandum (Aeronautics) 96-1 Item 610, Structural Portland Cement Concrete: Job Mix Formula Approval & Production Testing, Policy Memorandum (Aeronautics) 96-3 Requirements for Quality Assurance on Projects with Bituminous Concret Paving, Policy Memorandum (Aeronautics) 97-2 Pavement Marking Paint Acceptance, Policy Memorandum (Aeronautics) Comparison Samples, Policy Memorandum (Aeronautics) 22-1 Cement Type, Policy Memorandum (Aeronautics) 22-2 Obtaining Approved Aggregates Complying with 2020 Aeronautics Specifications, Authorization of Contract Changes (Local Let): AER 51L, 2012 Standard Specifications for Construction of Airports, 2020 Standard Specifications for Construction of Airports, Affidavit of Benefcial Interest: AER 2465, Claim for Incidental Expenses for Acquired Property (Residential): AER 606, Claim for Moving Expenses Residential (49 CFR 24.301): AER 2518, Claim for Relocation Payments - Nonresidential: AER 2520, Complete Release of Mortgage (by Corporation): AER 2486, Complete Release of Mortgage (by Individual): AER 2487, Dwelling Inspection (Decent, Safe and Sanitary): AER 2521, Economic Means Evaluation for Low Income Households (Rental Assistance): AER 2525, Limited Approval to Transfer Real Estate: AER 2500, MIDP Computation Using TI Business Analysts or Radio Shack EC-100: AER 2528, Mortgage Interest Differential Payments: AER 2526, Moving Expenses Worksheet - Residential: AER 2518B, Payment Evaluation Form for Replacement Housing Supplement (Purchase): AER 2522, Payment Evaluation Form for Replacement Housing Supplement (Rent): AER 2524, Relocation Assistance Parcel Check List: AER 2517, Relocation Assistance Unit Record: AER 2516, Relocation Plan Interview (Business): AER 2515, Relocation Plan Interview (Residential): AER 2514, Replacement Housing Supplement Certification: AER 2530, Replacement Housing Supplement Comparable Listing: AER 2523, Request for Determination of Entitlement for Payment in Lieu of Moving Expenses: AER 2519, Residential Moving Expense and Dislocation Fixed Payment Schedule: AER 2518A, Utility Subordination Agreement: AER 2490, CATEX FormNotice of Proposed Const.
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