DOCSLIB.ORG

Construction Details Concrete Surfacing

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Construction Details Concrete Surfacing OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD REVISIONS ! DESCRIPTION DATE 10'-0'' 14'-0'' TO ! RAILROAD VAR. HEIGHT CURB OMIT CURB 1/2 R.R. EXCEPT. NO. 4 BARS @12'' C/C NO. 4 BARS @6'' C/C . 15' R. 15' R. 15' R 15' R. STRAIGHT @3'-10'' LONG '' R 2 (MIN.) (MIN.) (MIN.) (MIN.) L 3 C NO. 4 BARS @12'' C/C ) ) . 4'' CHAMFER . ) . ) . 5' R DETAIL OF CURBS . R.R. R IN CURB/SIDEWALK R N R N BENT @7'-0'' LONG R N ' I N I ' ' I I ' (MIN.) ADJACENT TO RAILROAD CROSSINGS APPLICATIONS SEALANT M ! M 15 M ( 15 M 15 ( ( 15 ( 2'' CLEAR AND EXPANSION MATERIAL T NOT REQUIRED BETWEEN 3'' CLR. STRAIGHT SECTIONS OF 2'-0'' CURB/SIDEWALK COMBINATIONS 2'' WIDTH AS WIDTH AS WIDTH AS WHEN OPPOSING EDGE OF CLR. '' SHOWN ON SHOWN ON SHOWN ON SIDEWALK IS UNCONSTRAINED 12 3/4" LONGIT. ISOLATION JOINT CONC. DIVIDING STRIP PLANS (36' MAX.) PLANS (24' MAX.) PLANS (24' MAX.) SEALED AS SHOWN ON VARIABLE (SEE PLANS) NOTE: THICKNESS "T" TO MATCH 45 TYPE 2 DRIVEWAY TYPE 2A DRIVEWAYS PAVEMENT THICKNESS ROADWAY STANDARD LECS-5. DEPTH = 4'' or 6'' R 1'-0'' 1'-0'' A ' ( TWO -WAY OPERATION ) ( ONE -WAY OPERATION ) ' CURB 3 LE P. C. RAILROAD APPROACH SLAB WITH C THIS AREA TO BE 10'-0" MIN., 30'-0" MAX. BACKFILLED AS SHOWN WIDTH AS SHOWN THICKENED EDGE AT RAILROAD CROSSING ON PLANS. (SEE NOTE ON PLANS ON TYPICAL SECTION.) CONSTRUCT DRIVEWAY TO CL C HERE UNLESS OTHERWISE 5'-0'' 4'-0" FOR SV=VARIABLE CONCRETE DIVIDING STRIP SYM. CL 10' R NOTED ON PLANS ROLL CURB SIDEWALK SV=±8%(MAX.) TRANSVERSE EXPANSION JOINTS TO BE 1/2'' WIDE. EXPANSION JOINT FILLER SYM. CROSSINGS OPE L S=5% (NORM.) S D = 8 % (MAX.) A BLE S 1 VARI C AT 50'-0" C/C, AND 1/4" EXPANSION JOINT MATERIAL AT 1/3 POINTS BETWEEN 0' ±2% MAX. SV R S=8% (MAX.) SD VA RI 15' RADIUS EXPANSION JOINTS. FILLER MATERIAL TO BE PREMOLDED AND JOINTS TO ABLE SL OPE S IN.) '' (M OR AS SHOWN BE SEALED AS SHOWN ON STANDARD DRAWING LECS-5. JOINTS IN DIVIDING 6'' '' 6 4 ''(M 8.66' IN ON PLANS 0 .) - ! STRIP SHOULD ALIGN WITH CURB EXPANSION JOINTS. ' - R ' 9 ' 8 NON-TIED BUTT JOINT R 0 ' ' DRIVEWAY 24'' ' 5 1 .) 0 IN - M (MIN.) ' ( 2'-6'' ' 5 DIRECTION OF TRAFFIC ' ' SECTION C-C ' S 0 RADIUS( R ) = U 4 3 I T - S ' SHOULDER WIDTH ALONG ! DRIVE AD N THESE AREAS TO BE INCLUDED IN COST PER U I R I 14 ' MINUS CURB OFFSET O LINEAR FOOT OF INTEGRAL CURB D 20 J A . R ' TT R R U END ROLL 15 6.614' 3.39' VAR. VAR. 3.00' 3.46' B INTEGRAL CURB OFFSET VA R VA FOR STREET RETURN DETAILS 5:1 CURB. D AS SHOWN ON PLANS SEE ROADWAY STD. ASCD-6. E C 5' R. I T - 24'' ! 24'' TYPE I DRIVEWAYS 5' 10' 6'' MOUNTABLE OR 5' ' 4" MOUNTABLE CURB ' . DRIVEWAY (MIN.) (MIN.) 0 LENGTH DETERMINED 6'' BARRIER CURB NON (PRIVATE OR RESIDENTIAL) - R ' 12'' ' ' 5 3 ' BY (SHOULDER WIDTH 5 VAR. 6'' HIGH 4'' EXPANSION JOINT NO LOAD TRANSFER DEVICES VARIES 4'' MOUNTABLE MINUS CURB OFFSET) 30 TO 6" MOUNTABLE OR TO 0'' PAID FOR AS CONCRETE DRIVEWAY (INCLUDES CURB) 12'' MULTIPLIED BY FIVE. 6" BARRIER CURB BEGIN ROLL CURB & TERMINATE INTEGRAL CURB. POUR APRON & CURB INTEGRAL WITH DRIVEWAY IF SPECIFIED IN THE PLANS, CONSTRUCT CONDUIT CROSSING OF THE SAME SIZE AND TYPE SPECIFIED CURB BEGINNING CURB ENDING AT APPROXIMATELY 30'' BELOW FINISHED GRADE OF RAMP. SEE GENERAL NOTES FOR DETAILS. GENERAL NOTES 5'-0'' VARIABLE VARIABLE 2.6' 9.0' 1. ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE C RB U 2019 ODOT STANDARD SPECIFICATIONS. C N I 2. ALL COST OF CLASS A CONCRETE & REINFORCING STEEL IN THICKENED EDGE AT RAILROAD 3 '' EXPANSION JOINT NO LOAD TRANSFER DEVICES TYPE 2 & 2A COMMERCIAL DRIVEWAYS 4 R CROSSINGS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR APPROACH SLAB-RAILROAD. 30'' LONG NO. 5 PAID FOR AS CONCRETE DRIVEWAY (INCLUDES CURB) A G B PREMOLDED EXPANSION FILLER. NOTE:WHEN SIDEWALK IS BUILT DIRECTLY BEHIND THE CURB, L 3. COST OF JOINT FILLERS, SEALING AND REINFORCING STEEL SHALL BE INCLUDED IN PRICE REINF. BARS BENT REINF. BARS D TO EXTEND TO WITHIN 2'' OF FACE BEGIN ROLL CURB & TERMINATE INTEGRAL CURB. THE CONCRETE DRIVEWAY SHOULD BE CONSTRUCTED '' 90° AND PLACED STRAIGHTENED POUR APRON & CURB INTEGRAL WITH DRIVEWAY E BID FOR OTHER ITEMS OF WORK. 18 & TOP OF CURB AND SEALED AS M AND EXTENDED TO THE BACK EDGE OF SIDEWALK. - R PRIOR TO PAVING AFTER PAVING SHOWN ON ROADWAY STANDARD IF SPECIFIED IN THE PLANS, CONSTRUCT CONDUIT 4. CONTRACTION JOINTS IN JOINTED P.C. PAVEMENT SHALL BE AT APPROXIMATELY 15'-0'' 4 O LECS-5. CROSSING OF THE SAME SIZE & TYPE SPECIFIED F CENTERS, UNLESS OTHERWISE SHOWN ON THE PLANS. NO. 4 DEFORMED TIE BAR 8'' LONG, E AT APPROXIMATELY 30'' BELOW FINISHED GRADE NO D SPACED @18'' C/C ( 10'' C/C AT 5. CURB & GUTTER SHALL BE PLACED INTEGRAL WITH THE PAVING SLAB UNLESS OTHERWISE 90º 90º OF RAMP. SEE GENERAL NOTES FOR DETAILS. SAWED JOINT LINE DRIVEWAYS ) COST TO BE INCLUDED SHOWN IN THE PLANS. TRANSVERSE JOINTS SHALL MATCH PAVEMENT JOINTS AND PLACED OR TOP EXPANSION IN OTHER ITEMS OF WORK. AT DRAINAGE STRUCTURES. LONGITUDINAL JOINTS SHALL BE TIED WITH #5 DEFORMED TIE JOINT MATERIAL. BARS 2'-6" LONG AT 3'-0" CTRS. SEE TIED BUTT AND LONGITUDINAL CONSTRUCTION JOINT APPROX. 2'' 1'-3'' 1'-3'' DETAIL ON ROADWAY STANDARD LECS-5. 1 TYPE OF CURB APPROX. 2" '' CURB JOINT WITH EXPANSION MATERIAL 6. ALL CONDUIT CROSSINGS ARE TO BE TRENCHED, PLACED, BACKFILLED, AND COMPACTED 0 AS SPECIFIED. CURB HEIGHT - ' PRIOR TO SURFACING. BORING OR PUSHING PROCEDURES MAY BE USED WHERE SURFACING 3 THIS SECTION ON NG END OF DAYS RUN OR I I ONLY POURED IS ALREADY IN PLACE AND IF APPROVED BY THE ENGINEER. T WORK STOPPAGE C SEE ROADWAY STANDARD LECS-5 9" AV 1" DOWEL FOR 6" TO 8" PAVING BEHIND CURB 7. IF CONDUIT IS NOT CONTINUOUS BETWEEN DRIVEWAYS/RAMPS, CAP BOTH ENDS OF EACH E P FOR JOINT SEALER 1 1 AT TIE-IN TO R SLOTTED ONE PIECE ±½" 1 " DOWEL FOR 8 " TO 10" PAVING CONDUIT CROSSING AND PLACE MARKER TO PREVENT DAMAGE DURING CONSTRUCTION. I F 90º 90º 4 2 D 12'' O OR SPLIT HEADER 1 1 APPROX. 4'' DRIVEWAYS 12" DOWEL FOR 102" & THICKER PAVING 8. CONDUIT SHALL NOT TERMINATE BELOW A SURFACED AREA, BUT SHALL EXTEND MINIMUM 2 DOWELS SPACED AT 12'' CTRS. OF 24'' PAST EDGE OF PAVING. EDGE OF / OPTIONAL CURB CONSTRUCTION SAW LINE T PAVING 9. FOR PULL BOX INSTALLATION DETAILS, SEE TRAFFIC STANDARD PBD1-1. T FOR SLIP FORM PAVING NOTE: SMOOTH DOWELS TO BE PLACED SECTION B-B BASIS OF PAYMENT BEFORE FINAL STRIKEOFF AND VIBRATION ALTERNATE CURB JOINT 18" OF CONCRETE. SAW & SEAL AS SHOWN ITEM NO. ITEM UNIT NO. 5 DEF. TIE BAR SPACED @ 3'-0'' C/C MAY BE ON ROADWAY STANDARD LECS-5. PRE-BENT 90º AND PLACED INTO EDGE OF SLAB AND 414 (G) P.C. CONCRETE FOR PAVEMENT CY POSITIONED BEFORE OR DURING SLIP FORM OPERATIONS 414 (H ) P. C. RAILROAD APPROACH SLABS SY AND THEN STRAIGHTENED BEFORE PAVING THE ADJACENT TRANSVERSE CONSTRUCTION JOINT PARALLEL LANE. STRAIGHT BARS MAY ALSO BE PLACED 609 (A ) CONCRETE CURB ( INTEGRAL ) LF THROUGH DRILLED HOLES IN FORMS PRIOR TO PAVING. ( TO BE USED AT END OF DAYS PLACEMENT OF CONCRETE 1 610 (A ) CONCRETE SIDEWALK SY OR ANY STOPPAGE OF 30 MINUTES OR MORE. ) SAW JOINTS 12'' 1'-3'' R 610 (B ) CONCRETE DRIVEWAY SY E DEEP & SPACED @6' C/C. E N R R NO SEALANT REQUIRED E R 610 (C ) CONCRETE DIVIDING STRIP SY R '' E 8'' E DG 8'' N E 8 8'' E O 8'' E E HEADER N R 1'' N C R R DG R DG PLAN DETAIL OF CONCRETE SIDEWALK O DG FORM E HEIGHT & TYPE OF CURB SHALL BE SPECIFIED. O 1'' O 2'' E B B E O C '' C 2'' THICKNESS SHALL BE SPECIFIED IN INCHES. C 6 1'' R APPROVED BY '' 1'' R 2'' R 1'' R '' 6 2'' R 2'' R '' 4 1'' R ROADWAY ENGINEER: DATE:5/27/20 8 R ROADWAY DESIGN DIVISION STANDARD O LIMIT OF P.C. LIMIT OF P.C. LIMIT OF P.C. LIMIT OF P.C. T '' T T T RADIUS OF 2'' MAY BE USED IF APPROVED BY THE ENGINEER. PAVEMENT 6 PAVEMENT PAVEMENT PAVEMENT SECTION BATTER OF 2'' MAY BE USED IF APPROVED BY THE ENGINEER. CONCRETE SURFACING TIED LONGITUDINAL BUTT JOINT DIMENSION EQUALS THICKNESS OF ASPHALT CONCRETE 6'' & 8'' BARRIER 6'' MOUNTABLE 4'' MOUNTABLE NOTCHED 6'' & 8'' BARRIER SHOWN ON TYPICAL SECTION ASPHALT CONCRETE CONSTRUCTION DETAILS ( TO BE USED BETWEEN ADJACENT PAVING LANES ) THICKNESS ( 2'' MIN. ; 4'' MAX. ) LIMITS OF INTEGRAL CURB NOTE:LONGITUDINAL BUTT JOINT TIE BAR STEEL AND PLACEMENT METHOD NOT 2019 SPECIFICATIONS COVERED ON THIS STANDARD SHALL BE APPROVED BY THE ENGINEER. INTEGRAL CURB TYPICAL SECTIONS CSCD-6 0 R-12.
Load more

Recommended publications
  • Town Standards Index (Select to View) • Collector Street Cross Section
    Town Standards Index (select to view) • Collector Street Cross Section - Standard #3.00 • Collector Street Cross Section w/ Bike Lanes - Standard #3.01 • Local Street Cross Section - Standard #3.02 • Local Street Cross Section (No Curb) - Standard #3.03 • Industrial Street Cross Section - Standard #3.04 • 4-Lane Divided Street Cross Section - Standard #3.05 • Alley Cross Section - Standard #3.06 • Greenway Asphalt Path Cross Section - Standard #3.07 • Utility Trench Pavement Repair - Standard #3.08 • Typical Pavement Repair - Standard #3.09 • Standard Driveway Turnout - Standard #3.12 • Standard Curb & Gutter - Standard #3.13 • Median Curb - Standard #3.14 • Rolled Curb - Standard #3.15 • Residential Cul-de-sac - Standard #3.16 • Barricade for Dead End Streets - Standard #3.17 • Standard Concrete Drop Inlet - Standard #4.10 • Standard Brick Drop Inlet - Standard #4.11 • Standard Drop Inlet Grates - Standard #4.12 • Standard Concrete Catch Basin - Standard #4.13A • Standard Concrete Catch Basin - Standard #4.13B • Standard Brick Catch Basin - Standard #4.14A • Standard Brick Catch Basin - Standard #4.14B • HDPE Pipe - Standard #4.16 • Trench Installation for HDPE - Standard #4.16A • Polypropylene Pipe - Standard #4.17 • Trench Installation for Polypropylene - Standard #4.17A • Dissimilar Pipe Connections to RCP - Standard #4.18 • Curb Ramps - Standard #5.00 • Curb Ramps - New Development - Standard #5.01 • Curb Ramps - New Development - Standard #5.02 • Curb Ramps - New Development - Standard #5.03 • Curb Ramps - Retrofit - Standard #5.04
    [Show full text]
  • ( Crcp ) Transverse Construction Header Joint
    OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD REVISIONS T DESCRIPTION DATE N . E T M I E C A ONG L L S P R E R ' 26'-0'' CONTINUOUS REINFORCED LONGITUDINAL CONSTRUCTION JOINT DIRECTION L O A A 12 SEE DETAIL B F AN B CONCRETE PAVEMENT ( SEE DETAIL THIS SHEET ) OF TRAFFIC SEE DETAIL A C . L I S 12'-0'' 14'-0'' F PAVEMENT DESIGN DATA - ( C.R.C.P. ) T T I N R JOINTED CONC. I M E E W C C W SHOULDER 90 I L FIRST BAR Y LONGITUDINAL L FIRST BAR T V L R TRANS. NO. LBS. JOINT DESIGN SLAB BAR SPACING DES. #5 BAR OF PER 2 / TYPE THICK- SIZE (%) RAMP T LENGTH BARS SY 90 TAPER T JUNCTURE CC RAMP NESS W Y ECTION OINTED P DIR DOWEL J IC A1 8" 25'-1 1/2" #6 4 7/8" 7 3/4" 40 25.3 0.71 F TRAFF O T TRANSVERSE BAR LENGTH W MINUS W MINUS N A 9" 25'-0 3/16" #6 5 9/16" 6 11/16" 46 27.7 0.72 " E ETE OR 1/2 BAR DIA. 1/2 BAR DIA. 0 - NCR M O ' INTED C NT B 10" 24'-11 3/4" #7 5 11/16" 8 1/8" 38 30.2 0.73 JO EME E ETE PAV TYPICAL DOWEL JOINTED ENTRANCE RAMP CONCR 26 HALT ) B1 11" 25'-1 1/2" #7 4 13/16" 7 3/8" 42 33.5 0.73 SP T A ANS AV ( SEE PL 26'-0" WIDE PAVEMENT SECTION P N .
    [Show full text]
  • Rmanent Steel Plates 3" Xo.D‰" 6 " 6 " ( T Y P
    ````` (Opposite Handle Not Shownfor Lifting Handle Steel TubeSleeve 6" x‰" Permanent Steel Plates 3" xO.D‰" 6" 6" (Typ.) Bollard Clarity) Clear (Typ.) ˆ" O.D. x‰"Steel 2 •"x A Tube Post 3" (Typ.) REMOVABLE SQUAREBOLLARD 2" (Typ.) 6" (Typ.) (Typ.) …" Rad. Two Each-6"x‰"SteelPlates SECTION A-A Yellow Reflective Lane Width+1' Sheeting (Typ.) PLAN BOLLARD PLACEMENT 2" Wide ‚" ELEVATION VIEW 1 •" 1 •" 1 ƒ" •" ƒ " Slot 18" 1" Bikeway | ƒ " ‚ " ‚" 6" (Typ.) ‚" 1 • " ‚" ‚ " Bollard Removable Steel Plate Rod (Typ.) Solid Steel ‰" dia. Handles Lifting Lane Width+1' A (Opposite Handle Not Shownfor Lifting Handle 6" x‰" Steel Plates 6" 6" (Typ.) Clarity) B Nominal Steel Steel Pipe 3" Nominal Pipe Post Sleeve REMOVABLE ROUNDBOLLARD 2 •" 2" (Typ.) Clear ‘" Bollard Permanent (Typ.) …" Rad. Two Each-6"x‰"SteelPlates SECTION B-B PLAN ‚" 1 Š" •" 1 Œ" 1 —" 1" ƒ " Slot Bollards (Typ.) ƒ " ‚ " ‚" See DETAIL"A" Š" Permanent Bollard (Typ.) 1 • " ‚" ‚ " Steel Plate Removable Steel Rod(Typ.) ‰" dia.Solid BOLLARD PLACEMENT B PLAN VIEW Note: PlacePadlockon | the SideFacingAway Bikeway From Intersection. Lifting HandlesNotShownforClarity roadwayClearZone. belocatedoutsidethe * NOTE:Bollardsshould 30' (min.) From Pavement Edge Unless Otherwise Shown on the Plans * | Roadway 1'-0" PLAN VIEW DETAIL "A" 1'-0" shall beomitted.Encasepostsdirectlyinconcrete. Bollards, exceptthatthesteelplates,sleevesandliftinghandles PERMANENT BOLLARDS:PermanentBollardsshallbethesameasRemovable (drawn seamlesstubes&plates),B211(rods),andF901(bolts). meeting thefollowingASTMSpecifications:B209(plate),210or241
    [Show full text]
  • Concrete Joints
    THE CITY OF GALVESTON CONCRETE JOINTS SECTION 02523 CONCRETE JOINTS PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Joints for concrete paving; concrete sidewalks; and curbs, and curb and gutter. B. Saw-cutting existing concrete or asphalt pavements for new joints. 1.02 UNIT PRICES A. No separate payment will be made for concrete joints under this Section. Include payment in unit price for Concrete Paving. B. No separate payment will be made for formed or sawed street pavement contraction joints and longitudinal weakened plane joints. Include payment in unit price for Concrete Paving. C. No separate payment will be made for joints or sawcutting for Curb, Curb and Gutter; Concrete Sidewalks; Wheelchair Ramps; and Concrete Driveways. Include payment in unit price for Curb and Gutter; Concrete Sidewalks; Wheelchair Ramps; and Concrete Driveways. 1.03 SUBMITTALS A. Submit product data and samples in accordance with requirements of all sections and provisions of these specifications. B. Submit product data for joint sealing compound and proposed sealing equipment for approval. C. Submit samples of dowel cup, metal supports, and deformed metal strip for approval. PART 2 P R O D U C T S 2.01 MATERIALS A. Board Expansion Joint Material: Filler board of selected stock. Use wood of density and type as follows: 1. Clear, all-heart cypress weighing no more than 40 pounds per cubic foot, after being oven dried to constant weight. 02523-1 THE CITY OF GALVESTON CONCRETE JOINTS 2. Clear, all-heart redwood weighing no more than 30 pounds per cubic foot, after being oven dried to constant weight.
    [Show full text]
  • Chapter 3. Driveways, Sidewalks, and Other Non- Motorized Facilities
    CHAPTER 3. DRIVEWAYS, SIDEWALKS, AND OTHER NON- MOTORIZED FACILITIES 3.1 Driveways This section provides driveway standards for connections to public and private roads. It is not the intent of these Standards to govern design or location of driveways on private property except where they connect to the road right-of-way. No new driveway connection shall be constructed which does not conform to this chapter and minimum sight distance criteria established in 2.12 and 2.13. A. Dimensions, slope, and detail shall be as indicated in Figures 3-003, through 3-009, as further specified in the following subsections. See Section 2.13 for entering sight distance and 2.12 for stopping sight distance requirements. B. New Driveways Requirements: 1. Driveways directly giving access to arterials will be denied if alternate access is available. 2. Maintenance of driveway approaches shall be the responsibility of the owner whose property they serve. 3. Driveways shall be paved with asphalt, or approved surface, between the edge of the paved surface and the right-of-way line, except when on curb and gutter section roadways. See Figure 3-003. 4. For driveways crossing an open ditch section, culverts shall be adequately sized to carry anticipated storm water flows and in no case be less than 12 inches in diameter, and at a minimum the culvert shall be equal to or larger than existing pipes within 500 feet upstream. Pipe should be long enough to allow for the minimum 3:1 beveled ends, figure 7-001. The property owner making the installation shall be responsible for determining proper pipe size.
    [Show full text]
  • Detail of Expansion Joint Various Examples for Use
    REV. 7-1-72: CHANGED DEPARTMENT NAME. REV. 1-1-76: CHANGED DWG. NO. EXPANSION GRASS PLOT FROM P-S-7a(68) TO RP-S-7. JOINT EXPANSION JOINT POLE REV. 5-14-87: ADDED EXPANSION JOINTS BETWEEN CURB AND SIDEWALK. EXPANSION REV. 4-15-91: REDREW, RENAMED JOINT AND REORGANIZED SHEET. MOVED 1 INFORMATION REGARDING CONCRETE STEPS TO DWG. NO. RP-S-8. SIDEWALK GRASS PLOT SIDEWALK REV. 7-29-96: CHANGED GENERAL NOTE G . EXPANSION JOINT REV. 5-7-13: ADDED MAIL BOX SIDEWALK EXPANSION DETAIL. SIDEWALK JOINT SIDEWALK REV. 6-4-13: REVISED NOTES WALKWAY C AND G AND ADDED NOTE L. EXPANSION GRASS JOINT PLOT VARIOUS EXAMPLES FOR USE OF PREMOLDED FIBER EXPANSION JOINTS IN SIDEWALKS EXPANSION JOINTS ARE TO BE PLACED 25 TO 30 FEET FOOTNOTE APART DEPENDING ON TRANSVERSE JOINT MARKINGS. 1 LEAVE SQUARE CUTOUT IN SIDEWALK. IT WILL BE DIAMETER OF POLE PLUS SIXTEEN INCHES. IT WILL BE BORDERED BY HALF EXPANSION TRANSVERSE JOINT MARKINGS EXPANSION INCH EXPANSION JOINT. JOINT JOINT MAIL BOX 2 LEAVE 12"X12" OPENING IN SIDEWALK OPENING FOR MAIL BOX POST. ORIENT BOXES TO 2 FACE THE DIRECTION OF ONCOMING TRAFFIC. EDGE OF MAIL BOX SHALL NOT A OVERHANG THE CURB. GRASS PLOT CURB 12" 41"-45" GENERAL NOTES CURB 12" A FOR SPECIFICATIONS SEE "STANDARD 5 FOOT SIDEWALK WITH GRASS PLOT SPECIFICATIONS FOR ROAD AND BRIDGE SIDEWALK CONSTRUCTION" OF THE TENNESSEE DEPARTMENT OF TRANSPORTATION. A B WHERE IT BECOMES NECESSARY TO REMOVE PARTS OF EXISTING CONCRETE SIDEWALKS EXPANSION JOINTS ARE TO BE PLACED 25 TO SECTION A-A OR RAMPS, THE RESULTING EDGES SHALL 30 FEET APART DEPENDING ON TRANSVERSE BE CUT TO A NEAT LINE, AND ANY JOINT MARKINGS AND THE NEED TO MATCH OFFSETS IN SUCH LINES SHALL BE MADE CURB EXPANSION JOINT WHERE SIDEWALK IS MAIL BOX DETAIL AT RIGHT ANGLES.
    [Show full text]
  • Guide for Design of Jointed Concrete Pavements for Streets and Local Roads
    ACI 325.12R-02 Guide for Design of Jointed Concrete Pavements for Streets and Local Roads Reported by ACI Committee 325 Jack A. Scott Norbert J. Delatte Chairman Secretary David J. Akers W. Charles Greer Robert W. Piggott Richard O. Albright John R. Hess David W. Pittman William L. Arent Mark K. Kaler Steven A. Ragan Jamshid M. Armaghani Roger L. Larsen* Raymond S. Rollings Donald L. Brogna Gary R. Mass Kieran G. Sharp Neeraj J. Buch* William W. Mein Terry W. Sherman Archie F. Carter James C. Mikulanec James M. Shilstone, Sr. Lawrence W. Cole* Paul E. Mueller Bernard J. Skar Russell W. Collins Jon I. Mullarky Shiraz D. Tayabji Mohamed M. Darwish Theodore L. Neff Suneel N. Vanikar Al Ezzy Emmanuel B. Owusu-Antwi David P. Whitney Luis A. Garcia Dipak T. Parekh James M. Willson Nader Ghafoori Thomas J. Pasko, Jr. Dan G. Zollinger* Ben Gompers Ronald L. Peltz *Significant contributors to the preparation of this document. The committee would also like to acknowledge the efforts of Robert V. Lopez and Dennis Graber. This guide provides a perspective on a balanced combination of pavement analyzing an elastic slab over a dense liquid subgrade, as modified by field thickness, drainage, and subbase or subgrade materials to achieve an observations and extended to include fatigue concepts. acceptable pavement system for streets and local roads. Such concrete pavements designed for low volumes of traffic (typically less than 100 Keywords: dowel; flexural strength; joint; pavement; portland cement; trucks per day, one way) have historically provided satisfactory perfor- quality control; reinforced concrete; slab-on-grade; slipform; subbase; mance when proper support and drainage conditions exist.
    [Show full text]
  • Bridge Deck Expansion Joints
    16 TRANSPORTATION RESEARCH RECORD 1118 Bridge Deck Expansion Joints SABIR H. DAHIR AND DALE B. MELLOTT The ability of a bridge deck expansion joint to be smooth 2. Metal-reinforced expansion joint systems, with 11/2 lo 13 riding, durable, and waterproof is essential to the performance in. of movement, but generally 2 to 13 in. of movement. of the bridge superstructure. Recent developments in the de­ 3. Strip seals and armored expansion joint systems, includ­ sign, manufacture, and installation procedures for expansion ing preformed neoprene seals, with 1/2 to 4 in. of movement. dam systems have indicated a potential ability to meet these requirements. In this study, the characteristics and field per­ formance of modular expansion joint systems, metal-rein­ The bridge deck expansion joint systems that were evaluated forced elastomeric expansion dam systems, and gland-type in Pennsylvania are listed and abbreviated in this report as bridge expansion dam systems were evaluated. Results of the follows: field study are summarized and recommendations made on continued use of some systems, including neoprene seals for 1. Modular expansion joints- small movements (<2 in.), strip seals for intermediate move­ ments (up to 4 in.), and finger dams with neoprene troughs for ACMA AM large movements (>4 in.). Wabo-Maurer WM Delastiflex DE In 1984, the Pennsylvania Department of Transportation Finger dam FD (PennDOT) entered into a cooperative agreement with the 2. Metal-reinforced expansion joints- Federal Highway Administration (FHWA) to conduct a com­ prehensive statewide evaluation of all types of bridge deck Transflex TF expansion joints used in Pennsylvania. Waboflex WF Previous studies (1-4) conducted by the PennDOT on ex­ Unidam VD pansion joint systems have revealed varied performance and Fel Span FS snow plow damage.
    [Show full text]
  • Rail Transit Track Inspection and Maintenance
    APTA STANDARDS DEVEL OPMENT PROGRAM APTA RT-FS-S-002-02, Rev. 1 STANDARD First Published: Sept. 22, 2002 American Public Transportation Association First Revision: April 7, 2017 1300 I Street, NW, Suite 1200 East, Washington, DC 20006 Rail Transit Fixed Structures Inspection and Maintenance Working Group Rail Transit Track Inspection and Maintenance Abstract: This standard provides minimum requirements for inspecting and maintaining rail transit system tracks. Keywords: fixed structures, inspection, maintenance, qualifications, rail transit system, structures, track, training Summary: This document establishes a standard for the periodic inspection and maintenance of fixed structure rail transit tracks. This includes periodic visual, electrical and mechanical inspections of components that affect safe and reliable operation. This standard also identifies the necessary qualifications for rail transit system employees or contractors who perform periodic inspection and maintenance tasks. Scope and purpose: This standard applies to transit systems and operating entities that own or operate rail transit systems. The purpose of this standard is to verify that tracks are operating safely and as designed through periodic inspection and maintenance, thereby increasing reliability and reducing the risk of hazards and failures. This document represents a common viewpoint of those parties concerned with its provisions, namely operating/ planning agencies, manufacturers, consultants, engineers and general interest groups. The application of any standards, recommended practices or guidelines contained herein is voluntary. In some cases, federal and/or state regulations govern portions of a transit system’s operations. In those cases, the government regulations take precedence over this standard. The North American Transit Service Association (NATSA) and its parent organization APTA recognize that for certain applications, the standards or practices, as implemented by individual agencies, may be either more or less restrictive than those given in this document.
    [Show full text]
  • Bollard Detail 5 1
    PCC SIDEWALK 5 INCH, SPECIAL PORTLAND CEMENT CONCRETE PAVEMENT 8" (SPECIAL) PCC PAVEMENT 8" (SPECIAL) #4 BARS @ 12" EACH WAY #4 BARS @ 12" EACH WAY " 12" FIELD BEND " 1/2" EXPANSION JOINT 12" FIELD BEND 1/2" EXPANSION JOINT 4 4 / / 1 1 TY A EXPANSION JOINT 1.5% VARIES 8" FINISH FLOOR ELEV FINISH FLOOR ELEV 18" DOWEL BARS " " 18" DOWEL BARS " 8 6" @ 18" CENTERS 9 @ 18" CENTERS 9 CONST. JOINT " 8 PLACE 2 LAYERS OF " 30# FELT PAPER B/T WELL BUILDING 8 WELL BUILDING AGG BASE COURSE, TY B 6" " TOP AND BOTTOM TO " CLEAN AGGREGATE FLOOR SLAB FLOOR SLAB 6 BREAK BOND 6 PCC PAVEMENT 3 3 (CA 11) CLEAN AGGREGATE GEOTECHNICAL FABRIC FOR 8" (SPECIAL) (CA 11) GROUND STABILIZATION WELL BUILDING (3) #4 BARS, (3) #4 BARS, GRADE BEAM REPEAT AT (2) SIDES REPEAT AT (2) SIDES TYPICAL PAVEMENT SECTION #4 BARS @18" NOT TO SCALE REPEAT AT (2) SIDES WELL BUILDING #4 BARS @18" GRADE BEAM REPEAT AT (2) SIDES 6" 4' 6" 6" 4' 6" MISSOURI AVE. CONCRETE STOOP SECTION - SIDEWALK NOT TO SCALE 5' " NOTE: 0" '0 5 2'-0" THE COST OF ADDITIONAL CONCRETE, REINFORCEMENT, AGGREGATE, ROUND CONCRETE EXCAVATION, AND FILL WILL BE INCLUDED IN THE RESPECTIVE PAY ITEM " PCC SIDEWALK 5" AT TOP OF PIPE 1 FOR "PORTLAND CEMENT CONCRETE PAVEMENT 8" (SPECIAL)" AND PCC SIDEWALK 5" G "PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH, SPECIAL" N I PERPENDICULAR CURB RAMP D L (STANDARD 424001) I U PERPENDICULAR CURB RAMP B 112' 0" (STANDARD 424001) CONCRETE FILLED F 8" DIA.
    [Show full text]
  • 7731A-36-P2.3-49 Expansion Joints
    April 1, 2016 9/5/2014 MOSCONE EXPANSION Moscone Project No. 7731A Expansion Joints ADDENDUM #2 RFP Package: #7731A-36-P2.3-49 Expansion Joints TO: Bidders RFP DUE DATE: April 06, 2016 at 2:30 PM This Addendum is supplemental to the RFP for Expansion Joints dated March 9, 2016. 1. Replace attached Exhibit F1 and Attachment A dated April 1, 2016 with previous Exhibit F1 dated March 8, 2016. a. Removed Aluminum tube steel from Scope of Work under item 6 and Attachment A. END OF ADDENDUM #2 EXHIBIT F1 Expansion Joints Scope of Work and Criteria WEBCOR BUILDERS April 1, 2016 Expansion Joints Bid Package 7731A-36-P2.3-49 Moscone Center Expansion Project Phases 2 and 3 SECTION 1: SCOPE OF WORK: The Expansion Joints Scope of Work (Subcontractor Work or Work) shall include the cost of all necessary labor, material, equipment, supplies, and supervision required to complete the Expansion Joints for the Moscone Center Expansion Project in accordance with the Contract Documents, which are identified in Exhibit A of the Standard Long Form Subcontract. Although the work to be performed by Subcontractor is not necessarily found in one particular portion of the plans and specifications, Subcontractor should generally perform and coordinate the work associated with all contract documents included but not limited to the following specifications: SPEC SECTION SECTION TITLE Division 01 General Requirements 05 50 00 Metal Fabrications (as it applies to your Work) 07 92 00 Joint Sealants 07 95 13 Expansion Joint Cover Assemblies 08 44 00 Curtain Wall Components
    [Show full text]
  • The Cause Analysis on the Highway Bridge Expansion Joint and The
    2nd International Conference on Machinery, Materials Engineering, Chemical Engineering and Biotechnology (MMECEB 2015) The Cause Analysis on the Highway Bridge Expansion Joints and the Maintenance of Construction Management Huadong Li Changchun Architecture and Civil Engineering College Jilin Changchun China 130607 [email protected] Keywords: Highway Bridges; Expansion joints; Reasons; Maintenance and construction Abstract. The bridge expansion joints is to adapt to the structure deformation of the bridge, the across device between the bridge structure each couplet of the beam end and the beam end and the abutment back set free deformation. Its role is to ensure that the bridge span structure under temperature change, concrete shrinkage and creep, load according to its static scheme under the influence of factors such as free expansion and deformation, to make the car comfortable, smooth, and waterproof, prevent mud debris into the seam. This paper mainly discusses for the types and their advantages and disadvantages of highway bridge expansion joints as well as expansion joints, and discusses the preventing and curing of diseases. Introduction In recent years with the rapid development of economy, all kinds of infrastructure construction in China ushered in the high speed development stage; Highway bridge project in particular, at the same time, people is becoming more and more attention to highway Bridges safety and life; The main factors are affecting the safety of the highway bridge construction in the construction are produced by the concrete in its shrinkage crack. Under the existing technology, the function of bridge expansion joints can better solve the problem, and has advantages of simple construction, low cost.
    [Show full text]