DOCUMENT RESUME TITLE Managing Highway Maintenance:

2y ago
21 Views
2 Downloads
967.14 KB
39 Pages
Last View : 19d ago
Last Download : 3m ago
Upload by : Halle Mcleod
Transcription

DOCUMENT RESUMEED 103 639TITLEINSTITUTIONPUB DATENOTEEDRS PRICEDESCRIPTORSCB 003 237Managing Highway Maintenance: Management Data andMaintenance Standards; Levels 1 & 2, For Training inMaintenance Standards and Crew Scheduling.Federal Highway Administration (DOT), Washington,D.C. Offices of Research and Development.Jan 7339p.; For related documents see ED 091 567-74MF- 0.76 HC- 1.95 PLUS POSTAGEAutoinstructional Aids; Civil Engineering;*Maintenance; *Management Development; Manuals;Performance Specifications; Programed Instruction;Programed Units; *Road Construction; *Standards;*Supervisory TrainingABSTRACTPart of the series "Managing Highway Maintenance,"the unit is designed for use with unit eight, level one, and unit 13,level two, and the certification tests for those units in the series.It contains typical management data and selected highway maintenancestandards for the areas of: surface and shoulder; roadside anddrainage; traffic services; maintenance improvement; snow and icecontrol; and administrative and overhead. The format is a programed,self-instructional approach in which information is presented inprogressive segments or frames. (NH)

MNISOkV EllilitinMANAGEM 4T DATAAND MAINTENANCESTANDARDSFor Training in MaintenanceStandards and Crew SchedulingU.S. UEPARTMENT OF HEALTH,EDUCATION & WELFARENATIONAL INSTITUTE OFEDUCATIONTHIS DOCUMENT HAS BEEN REPRODUCED EXACTLY AS RECEIVE() FROMTHE PERSON OR ORGANIZATION ORIGINATING IT POINTS OF VIEW OR OPINIONSSTATED DO NOT NECESSARILY REPRESENT OFFICIAL NATIONAL INSTITUTE OFEDUCATION POSITION Ok POLICYLEVELSFEDERAL HIGHWAY ADMINISTRATIONOffices of Research and DevelopmentJanuary 1973A4,1con

This book is part of the series "Managing Highway Maintenance,"prepared for the Implementation Division, Office of.Development,TheFederal Highway Administration, under contract FH-11-7600.series as a whole is described in the Training Guide and Catalogvolume.The contents of this book reflect the views of the contractor,Roy Jorgensen Associates, Inc. The contents do not necessarilyreflect the rtffiPial views or policy of the Department ofTransportation.These materials do not constitute a standard, specification, orregulation.Implementation DivisionOffices of Research andDevelopmentWashington, D.C.January 1973I.

PREFACEThis booklet is used with Unit 8, Level 1; Unit 13, Level 2;and the Certification Tests for those units. It contains typicalmanagement data and selected highway maintenance standards.The map, resource listing and standards are modifications ofactual data from several maintenance agencies.

TABLE OF CONTENTSPagePrefaceREGION 7 ORGANIZATION CHART1RYAN COUNTY ROAD MAP2RYAN COUNTY RESOURCE LISTING3MAINTENANCE WORK PROGRAM AND MAN-HOURREQUIREMENTS FOR RYAN COUNTY1973CUMULATIVE WORK PROGRAM AND MAN-HOURSUMMARY -- FOR RYAN COUNTY5WORK SCHEDULING CALENDARSUMMARY TABLE OF MAINTENANCE ACTIVITIES7MAINTENANCE STANDARDS:Surface and Shoulder101Joint and Crack Filling8102Remove/Replace Concrete Pavement9103Premix Patching10104Spot Sealing11105Bituminous Surface Replacement12111Patching Base13112Spot Patching Shoulders14113Reshaping Shoulders15119Other Surface and Shoulder Maintenance16ii

TABLE OF CONTENTSContinued.PageMAINTENANCE STANDARDS (Continued)Roadside and Drainage120Tree Removal17121Stump Removal18122Clean DrOinage Structures19123Full-Width Litter Pickup20124Clean and Reshape Ditches21126Machine Mowing22Traffic Services130Replace Steel Beam Guardrail23131Sweeping and Flushing24133Sign Maintenance25134Signal Maintenance26Maintenance Improvement150General Bridge Maintenance27159Other General Maintenance28Snow and Ice Control160Spreading Salt29161Plowing Snow30Administrative and Overhead,.01".0.1.611.0.170Building Maintenance31171Grounds Maintenance32180Administrative Overhead33

ICREW FOREMANA. RyanCREW FOREMANR. HarrisCREW FOREMANP. FrammJ. BoxF. ComstockJ. P. Smith(Position Vacant)CREW FOREMANRegion 7C. Brown.King CountySUPERVISORSPECIAL PROJECTSUPERVISORMAINTENANCEH. P. HandySUPER! NTENDENTEQUIPMENTCREW FOREMANB. C. DavisASSISTANT MAINT. ENGR.R. E. JohnstonCREW FOREMANRyan CoiintyA. B. SommersSUPERVISORMAINTENANCEJ. WilliamsSUPERVISORSIGN & SIGNALORGANIZATION CHARTMAINTENANCE ENGINEERREGION 7

RYAN COUNTY ROAD MAPInterstate-30 milesammo Primary System48 miles---Secondary System- 88 miles8

RYAN COUNTY RESOURCE LISTINGMAINTENANCE EQUIPMENTPERSONNEL ROSTERPositionMaintenance Supervisor1Crew Foreman3Equipment Operator II2Equipment Operator3IDescriptionGroupNumberNumber01Pickup truck --02Pickup truck -- 6-passenger103Dump truck -- 25,000 GVW304Dump truck -- 32,000 GVW305Farm tractor -- with sickle bar13ton1Maintainer II206Farm tractorwith 15' rotaryMaintainer507Utility backhoe--08Service truck --09Truck tractor10Farm tractor -- with power broom111Gradall115Steel-wheel roller -- towed16Rubber-tire roller 10-ton, towed17Stump chipper -- towed18Mechanict.1 sweeper -- gas/SP19Compressor20Trailer -- tandem float31IROAD MATERIALS )Pit-run gravelRiver sand, full screen (c.y.)210Asphalt, MC-4Crushed stone, 31CCold mix-11(ton)bucketston12dieseltowed, with attach.1132032Water truck -- 1600-gal. cap.Motor grader -- diesel5033Pull grader803439Cat -- D-8 crawlerAsphalt kettle -- 600-gal. cap.Asphalt distributor 1600-gal. cap.Front-end loader 11 c.y.bucketFWD --with one-way and wing40Chip spreader55Snowplow (fits Group 03/04)357Tailgate auger and spreader(fits Group 03/04)5363738-.3-92-- 40' wheel base(fits Group 04)11111

MAINTENANCE WORK PROGRAMAND MAN-HOUR REQUIREMENTS.FOR RYAN COUNTYACTIVITY NUMBER AND NAME1973WORK UNITPLANNEDMAN-HOURQUANTITYREQUIREMENTSSurface and Shoulder101Joint and Crack FillingGallon of Sealant102103104Remove/Replace Concrete PavementPremix PatchingSpot SealingBituminous Surface ReplacementPatching BaseSpot Patching ShouldersReshaping ShouldersC:.her Surface and Shoulder MaintenanceLane FootTon of Premix105111112113119Lane MileTon of PremixCubic Yard of MaterialCubic Yard of MaterialPass MileMan-Hour3107504507752509045810300801;1251,7201 9001,7201,9001,895640325480520730360360Roadside and Drainage120120Tree Removal (Burning)Tree Removal (Hauling)Inch (Diameter) of TreeInch (Diameter) of Tree121Stump Removal122123124126Clean Drainage StructuresFull-Width Litter PickupEach StumpEach StructurePass MileClean and Reshape DitchesDitch MileMachine fic Services131Replace Steel Beam GuardrailSweeping and Flushinglineal Foot of GuardrailMile133134Sign Maintenance!Signal 081085.Maintenance ImprovementGeneral Bridge Maintenance150159Other General Maintenance!Man-HourMan-Hour6056052,2002,200Pass MilePass Mile4,0103,2504004208004208006,6506,650Snow and Ice ControlSpreading Sal!Plowing Snow160161195Administrative and OverheadBuilding MaintenanceGround MaintenanceAdministrative Overhead170171180Man-HourMan-HourMan-HourTotal Planned Man-HoursIncludes 1,050 man-hours required to replace all directional signs.!Includes 900 man-hours estimated to do special shoulder project,M114111131,010

CUMULATIVE WORK PROGRAM AND MAN-HOUR SUMMARYFOR RYAN COUNTYJuly 1, 1972March 31, 1973QUANTITY TO DATEACTIVITY NUMBER AND NAMEPLANNEDWORK UNITACTUALMAN-HOURS TO DATEPLANNEDACTUALSurface and Shoulder101Joint and Crack FillingGallon102Remove/Replace Concrete PavementPremix PatchingSpot Sealingflitum;nous Surface ReplacementPatching BaseSpot Patching ShouldersReshaping ShouldersOther Surface and Shoulder MaintenanceLane Foot1031041051111121131197752256840600TonLane 25531103Cubic YardCubic Yard120Pass Mile8256055563792Man-Hour1,4251,6851,4251,685Inch (Diameter)Inch Roadside and DrainageTree Removal (Burning)Tree Removal (Hauling)Stump RemovalClean Drainage Structures120120121122123124126Full-Width Litter PickupClean and Reshape DitchesMachine MowingEach StumpEach StructurePass MileDitch MileAcre65461521210801Traffic Services(.,.Replace Steel Beam GuardrailSweeping and FlushingSign Maintenance'Signal Matntenance130131133134Lineal 752,1002,875730586730586Maintenance ImprovementGeneral Bridge MaintenanceOther General 01,2801,6501,280Pass MilePass ow and Ice ControlSpreading SaltPlowing Snow160161Administrative and OverheadBuilding MaintenanceGrounds MaintenanceAdministrative 00TOTAL CUMULATIVE MAN-HOURSIInides 1,050 man-hours required to replace all directional signs.2 Inch. 'es 900 man-hours estimated to do special shoulder project.-5-6514,6856515,0004,68522,3702,,553

Remove/Replace Concrete Pavem.Premix PatchingSpot SealingBituminous Surface ReplacementPatching BaseSpot Patching ShouldersReshaping ShouldersOtherSurface/Shoulder Mainon.102103104111112113119105Joint and Crack Filling101Surface and ShoulderACTIVITY NUMBER AND NAMEJANFEBMARAPRMAYJUNEWORK SCHEDULING CALENDARJULYAUGSEPTOCTNOVDEC

Premix PatchingSpot SealingBituminous Surface ReplacementPatching BaseSpot Patching ShouldersReshaping ShouldersOther Surface and Shoulder MaintenanceJoint and Crack FillingRernave/Replace Concrete PavementClean Drainage StructuresFull-Width Litter PickupClean and Reshape DitchesMachine MowingTree Removal (Burning)Tree Removal (Hauling)Stump RemovalReplace Steel Beam GuardrailSweeping and FlushingSign MaintenanceSignal MaintenanceGeneral Bridge MaintenanceOther General MaintenancePlowing Snow161Building MaintenanceGrounds MaintenanceAdministrative OverheadMan-hourMan -hourMan-hourPass milePass mileMan-hourMan-hourLineal foot of guardrailMileMan-hourMan-hourDitch mileAcreEach stumpEach structurePass mileInch (diameter) of treeInch (diameter) of treeLane footTon of premixLane mileTon of premixCubic yard of materialCubic yard of materialPass mileMan-hourGallon of sealantn.a.(as required)(as required)11(as required)2-8n .a .n.a.n.a.n.a.70-90 pass miles100-130 pass milesn.a.n.a.n.a.26-48 lineal feet2227-13 miles0.2 - 0.4 miles7-9 acres100-140 inches110-130 inches4-7 stumps18-27 structures4-6 pass milesn.a.7-9 pass miles2.9- 4.5 cubic yards16-22 lane feet2-4 tans2-3 lane miles56-70 tons45-50 cubic yards32-362255(as required)12782100-250 gallonsSIZE76DAILYPRODUCTIONCREWNOTE: Where hauling is required, standard crew size is based on a 20-mile round trip.As a general guide, add to standard, one truck (03/04) and driver for each additional 10 miles.180171170Administrative and OverheadSpreading Salt160Snow and Ice Control150159Maintenance Improvement133134131130Traffic Services126124122123121120120Roadside and Drainage112113119111102103104105101Surface and ShoulderACTIVITY NUMBER AND NAMEWORK UNITSUMMARY TABLE OF MAINTENANCE ACTIVITIESman- hours /structureman-hours/inch (diameter) of treeman-hours/inch (diameter) of treeman-hours/stumpn.a.n.a.n.a.0.1 man-hours/pass mile0.1 man-hours/pass mile (rounded from 0.06)n.a.n.a.n.a.n.a.0.6 man-hours/lineal foot of guardrail1.6 man-hours/mile160.0 man-hours/ditch mile1.0 man-hours/acre4.0 man-hours/ pass mile0.30.33.00.94.5 man-hours/cubic yard of material1.0 man-hours/pass milen.a.1.2 man -hours /cubic yard of material0.9 man-hours/ton of premix25.0 man-haurs/Iane mile0.4 man-haurs/,gallan af sealant3.0 man-hours/lane foot5.0 man-hours/ton of premixAVERAGE PRODUCTIVITY

MAINTENANCE STANDARDJOINT AND CRACK FILLINGApril 11,1912DESCRIPTION AND PURPOSECleaning and filling with liquid sedant, asphalt surface cracks which are greaterthan 4-inch wide.SCHEDULING :TYPE OF ACTIVITY :Schedule this work when thetemperature is not expectedto be above 50 F.Routine MaintenanceCHEW/EQUIPMENTRecommended Crew Size :ACCOMPLISHMENT7Work Unit :Gallon of sealant(Add flagmen as needed.)Daily Production :Equipment :DescriptionNo.2111TrucksTruckAsphalt kettle(600 or 300 as avail.)CompressorGroup03023619100-250 gallonsAverage Productivity : 0.4 man-hours/gallonof sealantMATERIALSealantSand or 31C (3/8" stone maximum)(Flashing arrow, truck or trailer mounted,may be added as needed for traffic control .)RECOMMENDED PROCEDURE :1.Before filling, clean cracks with air compressor.2.Apply sealant heated to the specified application temperature.3.Fill cracks to within *4 inch of the top of the surface to allow for expansion,4.To prevent tracking, blot with sand or 3/8" stonejoint or crack.CRITERIONONLY CRACKS GREATER THANWILL BE FILLED.14depending on width ofINCH (PENCIL DIAMETER)

MAINTENANCE STANDARDREMOVE/REPLACE CONCRETE PAVEMENTActivityApril 17,1972NO,102DESCRIPTION AND PURPOSE:Removal of broken concrete slabs and replacement with compacted soils and premixmaterial to achieve a level surface.TYPE OF ACTIVITY :SCHEDULING :Schedule primarily during summer,but perform as needed,Emergency MaintenanceACCOMPLISHMENTCREW/EQUIPMENTRecommended Crew size :6work Soli :Lane foot(Add flagmen as needed.)DescriptionNO.316-22 lane feetDaily Production :Equipment :TrucksPOOPAverage PrOduCtiVily :0338Front-end loader19Aircompressor115Steel roller115Vibratory compactor1(Flashing arrow, truck or trailer mounted,may be added as needed for traffic control.)3.0 man-hours/lanefootMATERIAL1PremixBond Coat AE-3Gravel 23-ASandRECOMMENDED PROCEDURE .1.Remove full depth concrete slab for each lane width.a. Use pavement breaker or air hammer to break up slab.b. If a saw is used, cut the surface to a minimum depth of 21".2.3.4.Cut and remove reinforcing rod where needed.5.Fill the hole:Remove all large broken concrete from hole.Perform necessary minor base repair.a. Gravel or bituminous base course -- maximum 3" layers, compacted.b. Prime exposed edges of slab as necessary.c. Place premix material in layers of 2" each, and complete with a wearingcourse on top. Compact layers separately. The finished surface should b.flush with adjacent pavement and in line with pavem.Int edge.NOTES:(1) Minimum thickness of bituminous material when complete, should notbe less than 21%(2)Remove debris as necessary.(3)Pavement sawing is performed under Activity 119, Other Surface andShoulder Maintenance.WYM

MAINTENANCE STANDARDPREMIX PATCHINGApril 17,1972Activity No,'103DESCRIPTION AND PURPOSE :Hand-tool patching with bituminous premix material to collect scattered potholes,edge failures and severe depressions, to eliminate potential surface hazards,SCHEDULING :TYPE OF ACTIVITY :Schedule as necessary.Emergency MaintenanceCREW/EQUIPMENTACCOMPLISHMENTRecommended Cm Site :2Work Unit :Ton of premix(Add flagmen as needed)DescriptionNo.12-4 tonsDaily Production :Equipment :GroupTruckAVera0 PrOdUCIIVNY :035.0 man-hours/tonof premixMATERIALPremixBond Coat AE3RECOMMENDED PROCEDURE :1.Remove loose or broken material.2.Square up the area and make any vertical cuts needed.3.Tack the area.4.Place premix5.Tamp each layer.6.Check the finished surface,7.Broom loose, excess material.in layers.-10-

MAINTENANCE STANDARDSPOT SEALINGActivity No.April 11,1972104lialMar0101110111114,DESCRIPTION AND PURPOSE:Surface sealing with liquid asphalt and aggregate to protect the existing surface, toadd skid resistance and to seal open cracks.TYPE OF ACTIVITY :SCHEDULIND .Special AuthorityDo not schedule during winter months.Recommended Crew Size :8Work Unit :(Add flagmen as needed.)3Description11Power broom1GroupDump trucksAsphalt distributorRollerChip spreader1Lane mileDaily Production rage Productivity : 25.0 man-hours/lane043710mileMATERIAL15402-3 lane milesLiquid asphaltGravel 31-CRECOMMENDED PROCEDURE :1.CorreQt distorted or settled areas before sealing.2.Sweep all loose debris from pavement.3.Apply liquid asphalt heated to proper temperature. Work one lane at atime, (Application rate of .25 gal. per square yard)4.Apply cover material with mechanical spreader immediately.(Application rate of 23 pounds of stone per square yard,)5.Roll entire sealed area.6.Remove excess stone from pavement if necessary,

MAINTENANCE STANDARDBITUMINOUS SURFACE REPLACEMENTActivity No. 105April 11,1912DESCRIPTION AND PURPOSE :Removal and disposal of bituminous surfacing from deteriorated areas and replacementwith premix material -- to correct broken and crumbled surface.SCHEDULING :TYPE OF ACTIVITYSchedule according to schedulingcalendar.Routine MaintenanceACCOMPLISHMENTCREW /EQUIPMENTRecommended Crew Size7Work Unit :Ton of premix(Add flagmen as needed.)No.Description3Trucks1Asphalt kettle1156-70 tonsDaily Production :Equipment :RollerMotor graderGroup"Average Productivity : 0.9 man-hours/tof premix0436MATERIAL15PremixBond Coat AE-332RECOMMENDED PROCEDURE :1.Break up and remove the old surface material from the cracked or brokenarea .2.Shape up the hole and trim edges back into good solid surface with verticalsides.3.Apply a tack coat of liquid bituminous material.4.Place premix in the hole, first around the sides, then toward the center, inlayers not to exceed 3 inches in depth.5.Compact each layer before placing the next.6.Shape the final layer until it is smooth and level with the surroundingsurface.7.Broom loose, excess material from roadway surface.MIIN'.)A 8

MAINTENANCE STANDARDPATCHING BASEActivity No.April 17,197211 L,DESCRIPTION AND PURPOSE:Repair of base or subgrade ;ailures under bituminous pavements through the excavationof unsatisfactory material and replacement with concrete, aggregate or other materialto correct possible hazards and to preserve the roadway.TYPE OF ACTIVITY :SCHEDULING :Schedule primarily during summer.Routine MaintenanceACCOMPLISHMENTCREW /EQUIPMENTRecommended Crew Size :7Work Unit :Cubic yard of material(Add flagmen as needed.)Daily MOOR :Equipment :No.DescriptionDIN45-50 cubic yardsAverage Productivity : 1.2 man-hours/cubicyyard of material3111Dump trucks03Pickup truckGradallRubber-tire roller01MATERIAL1116Crushed concrete, pit-run gravel oraggregateRECOMMENDED PROCEDURE :1.Cut out surface failures with Gradall or other suitable equipment.2.Remove unsatisfactory base or 4ubgrade material.3.Load unsatisfactory material into truck, haul away and dispose atpredesignated area.4.If water under the pavement caused failure, build a small trench outto the ditch and fill with coarse granular material before resurfacing.5.Place new base material in layers in cut-out section.6.Compact each layer with hand tamps and roller.7.Compact the final layer until it is level with the surrounding base.8.Replace surfacing as under Activity No. 105.-13-

041MAINTENANCE STANDARDSPOT PATCHING SHOULDERSActivity NO.April 17,1972112DESCRIPTION AND PURPOSE :Patching of non-paved shoulders, to include edge rutting and minor repair.TYPE OF ACTIVITY :SCHEDULING :Schedule this work as an alternateactivity. Perform during rainy weather.Routine MaintenanceACCOMPLISHMENTCREW/EQUIPMENTRecommended Crew Size :2Work Unit:12.9-4.5 cubic yardsDaily Production :Equipment :NO,Cubic yard of materialDescriptionGroupTruckAverage Productivity :034.5 man-hours/cubicyard of materialMATERIALPitrun gravelRECOMMENDED PROCEDURE :1.Spread pit-run gravel from truck.2.Hand rake until level with surroundinc shoulder.A.

MAINTENANCE STANDARDRESHAPING SHOULDERSActivity No.April 17,1912113manowereemileimlnlimmemlwDESCRIPTION AND PURPOSE:Blading and shaping of non-paved shoulders without additional materialto keepthe shoulder flush with the pavement, smooth out ruts and provide the proper grade.TYPE OF ACTIVITY :SCHEDULING :Schedule during spring and fall.Routine MaintenanceACCOMPLISHMENTCREW/EQUIPMENTRecommended Crew Size :IWork Unit :17-9 pass milesDaily Production :Equipment :No.pass miteDescriptionMotor graderGroupAverage Productivity :321.0 man-hour/passmileMATERIALNoneRECOMMENDED PROCEDURE :1.Perform routine binding with outside corner of the blade flush with orslightly above existing shoulder grade.2.Remove all material from the pavement surface and spread withoutleaving a windrow.NOTES:to take advantage ofnatural moisture on the shoulders, to ensure compaction.(1) Blading should be scheduled(2) See training guide for additional work procedures.11.-15.

MAINTENANCE STANDARDOTHER SURFACE AND SHOULDER MAINTENANCEApril 17,1972Activity N0.119DESCRIPTION AND PURPOSE:Other surface and shoulder maintenance activities not covered by Activities 101-113.See list of activities below.SCHEDULINO :TYPE OF ACTIVITY :Schedule as required.Routine MaintenanceCREWIEOUIPMENTRecommended Crew Site :ACCOMPLISHMENT(as required)Man-hourN/A.Daily Production :Equipment :No.Work Unit :Descriptionar 1111Average Pronuctivity :(as required)N/A.,MATERIAL(as required)RECOMMENDED PROCEDURE :OTHER SURFACE AND SHOULDER MAINTENANCE includes:Temporary repairs, including blowups.CRITERION: As blowup is discovered, sweep up debris.if pavement is heaved, relieve pressure when possible;and complete temporary (emergency) patch as soon aspossible. (Overtime is authorized.) At first opportunity,complete with permanent patch.Bump burningCleaning holes with compressorSawing concrete prior to performing Activity 102.Frost boringPremix leveling to correct surface irregularities.4 7 r)fr.0%te

MAINTENANCE STANDARDTREE REMOVAL.120Activity No.April 17,19724,.,DESCRIPTION AND PURPOSE :Removal of trees greater than 8" in diameter (except stumps), including cleanup toensure that the remaining stump is not hazardous to cars that leave the roadway.TYPE OF ACTIVITY :SCHEDULING :Schedule as fill-in work.Routine MaintenanceACCOMPLISHMENTCREW/EQUIPMENTRecommended Crew Site :5WON(Add flagmen as needed.)nil:Inch (of diameter) of tree.Daily ProductionEquipment :No.11121DescriptionTruckTruckLoaderOne-man chain sawsTwo-man. chain saw.Group.100-140 inches (burning)110 -130 inches (hauling)Average Productivity :0302380'3an) of treeMATERIALNone./.arma.RECOMMENDED PROCEDURE :1.If necessary, remove branches before felling a tree.2.If necessary, attach a line to ensure proper direction of fall.3.Cut and fell the tree, then clear the roadway of debris as required.4.If on-site burning is possible, ensure it is done well off the roadway.If burning is unsafe or impossible on site, haul wood for burning ordisposal to an authorized area. The burning of trees, logs, brush andstumps in rural areas should be done only where it does not create anuisance, fire or health hazard and does not restrict traffic vision.(See Note 2 be5.If required, recut the stump as close to the ground as possible.NOTES:(1) Contact property owner if tree is not on Department right-of-way.(2) Permits are required in some areas for open burning.NEVER use tires, plastics and similar materials to help start fires.

MAINTENANCE STANDARDSTUMP REMOVALApril 17,1972Activity No.121DESCRIPTION AND PURPOSE:Removal of tree stumps to eliminate potential roadside hazards and improve theappeararic,:of the roadside.SCHEDULING :TYPE OF ACTIVITY :Schedule as fill-in work.Routine MaintenanceCREW/EQUIPMENTRecommended Crew Size :ACCOMPLISHMENT2WON( Unit :Each stump4-7 stumpsDaily Production :Equipment :DescriptionNo.PickupStump chipper11GroupAverage PrOdUCliVilY3.0 man-hours/stump02MATERIAL17TopsoilGrass seedMulch011111111-0RECOMMENDED PROCEDURE :1.(Remove stump with stump chipper to 6" below final ground elevation.2.Remove stump chips.3.Backfill area with suitable topsoil.4.Seed and mulch area.CAUTION:Stump chippers should be operated only by adequatelytrained personnel wearing appropriate safety apparel.IIISPIIMMININ11111111111111V- 1 8.

MAINTENANCE STANDARDCLEAN DRAINAGE STRUCTURESActivity No.April 11,181211,1812122DESCRIPTION AND PURPOSE :Cleaning of catch basins, culverts and manholes by removal of accumulated dirtand debris to ensure proper drainage.TYPE OF ACTIVITY :SCHEDULING :All drainage structures will be cleanedonce annually with a second cleaningperformed if necessary. Check schedulingcalendar,Routine MaintenanceACCOMPLISHMENTCREW /EQUIPMENTRecommended Crew Size :2Work Unit :Each structure18-27 structuresDaily Production :Equipment :No.Descrip11011DOWAverage PrOdUCIIIIY:0,9 man-hours/struct.Mechanical1Sewer rooterMATERIAL16NoneManual031Truck(A truck-mounted flashing arrow should beused where traffic conditions warrant.RECOMMENDED PROCEDURE :MECHANICAL1.After removing and cleaning cover, check depth of solid debris to determinewhat cleaning is necessary.2.3.4.As required, loosen solids with water pressure (agitator).Check interior for sewer gas and then check the condition of the structure.Carefully clean ring seat before replacing cover.MANUAL1.Following removal and cleaning of cover, remove solid debris with a longhandled shovel.2.If the structure is deep, check for sewer gas prior to entering structure.Use the rope and pail technique for further removal of debris.Conduct a visual inspection of the structure interior to determine if furthercleaning or repair is necessary.3.4.Carefully clean ring seat before replacing cover.,---

MAINTENANCE STANDARDFULL-WIDTH LITTER PICKUPApril 17,1972DESCRIPTION AND PURPOSE :Scheduled litter pickup of the full width of right -of -way to remove unsightly orhazardous objects.SCHEDULING :TYPE OF ACTIVITY :The litter pickup of the full width is toRoutine Maintenancebe performed once a year.Check the schedulin calendar.CREW/EQUIPMENTRecommended Crew Size :ACCOMPLISHMENT2-3Work Unit :R/W less than 100 feet3 -- RAN greater than 100 feet2Daily Production :Equipment :No.1Pass mileDescriptionTruckGroup4-6 pass milesAverage Productivity : 4.0 man-hours/passmile03MATERIALNoneRECOMMENCED PROCEDURE :1.Collect small debris with containers.2.Place large items directly on truck.3.Cover truck box to contain litter when necessary.4.Dispose of litter at designated areas.-20-

MAINTENANCE STANDARDCLEAN AND RESHAPE DITCHESActivity No.April 17,1972124DESCRIPTION AND PURPOSECleaning and reshaping roadway ditches to restore the original flow line and grade;to include loading, hauling and disposal of ditch sediment.04M0*OSIVAMIIMO 1.1wbermeoTYPE OF ACTIVITY :SCHEDULING :Check scheduling calendar.Special AuthorityACCOMPLISHMENTCREW/EQUIPMENTRecommended Crew Size :6Work Unit:Ditch mile(Add flagmen as needed.)Daily Production :Equipment :No,DescriptionGroup0.2- 0.4 milesAverage Productivity: 160 man-hours/ditchmile311TrucksFront-end loaderMotor grader0438MATERIAL31NoneRECOMMENDED PROVAME :1.Provi3e, adequate outlet for water, establish flowline of ditch, andprovide dumping spot for dirt removed.2.Remove excess dirt with grader and windrow on shoulder for pickup byloader. Keep interference with traffic at a minimum.3.Do not cut V-bottom ditches. Six-foot, flat-bottom ditches are minimumrequirements.4.Dress, mulch and seed slopes as needed for erosion cootmi.14,.

MAINTENANCE STANDARDMACHINE MOWINGApril 17,1972Activity No.126DESCRIPTION AND PURPOSE :Machine mowing (except guardrail or slope mowing) to accomplish neat, uniformroadside grassy,area.SCHEDULING :TYPE OF ACTIVITY :Schedule according to thescheduling calendar.Routine MaintenanceCREW/EQUIPMENTRecommended Crew Size :ACCOMPLISHMENT1,Work Unit :(See note below.)Daily Production :Equipment :DescriptionNo.Mower1Acre7-9 acresGroupAverage Productivity : 1.0 man-hours/acre05MATERIALor1Mower061Service Truck08NoneRECOMMENDED PROCEDURE .Mowing is machine-paced. Each mower should work independently, butshould remain within visual contact of other mowers.1.Each garage should compute the number of acres to be mowed and developa plan for mowing.2.Designate a specific area of work for each type of mower on any sectionso as to reduce turning, unnecessary passes and mower congestion. Whenmaking assignments, consider the following: Fifteen-foot rotary mowers (single-unit with bat wings) work beston the wider areas where few obstructions exist. Assign these mowerswhere they can mow one, three, five and other odd number passes. Single-unit rotary mowers, 8-foot and under, work best on wideshoulders and foreslopf s and for Mowing around signs, ramps, etc.Sickle-bar mowers bmically are less productive and work best formowing around obstmctions, on narrow shoulders, "V" ditches, etc. NOTE: Add 1 to 3 mowers and men to the basic equipment and crew size -- wheneverthe mowable width and type of terrain indicate that a section of roadside canbest be mowed by a team of 2 to 4 mowers.

MAINTENANCE STANDARDREPLACE STEEL BEAM. GUARDRAILActivity No.April 11,19721304.,.DESCRIPTION AND PURPOSE:Replacement of damaged steel beam guardrail sections, posts and hardware, andrealignment as a result of traffic accidents as well as routine replacement needs.---.TYPE OF ACTIVITY :SCHEDULING :Scheduling of guardrail repairhas top priority.Emergency MaintenanceACCOMPLISHMENTCREW /EQUIPMENTRecommended Crew Size :3Work Unit:Lineal foot of guardrail(Add flagmen as needed.)Daily ProductionEquipment :DescriptionNo,Group:26-48 lineal feetAverage Productivity : 0.6 man-hours/linealfoot of guardrail03Truck1Chain sawUnder frost conditions, add one compressor.1Equipment for larger jobs to include:generator, post-hole auger, compressor, orfront-end loader as needed.MATERIALBeam sections; straight and/or curvedend shoes.Treated timber or steel posts andhardware.RECOMMENDED PROCEDURE :1.Survey damage and draw necessary repair materials from stores.2.After removing parts damaged beyond repair, replace parts:3.a.Realign loose posts and compact earth around them.b.Install new posts to depth of 4 feet.c.Install hardware according to standard plan.Clean up debris and regrade shoulders-23- 29necessary.

MAINTENANCE STANDARDSWEEPING AND FLUSHINGApril 17,1972DESCRIPTION AND PURPOSE :Routine mechanical sweeping to remove loose material. Includes the sweeping ofcurbs, gutters and roadway.TYPE OF ACTIVITY :SCHEDULING :Schedule during the summer months.Routine Maintenance

Pickup truck --ton Pickup truck -- 6-passenger Dump truck -- 25,000 GVW Dump truck -- 32,000 GVW Farm tractor -- with sickle bar Farm tractor with 15' rotary Utility backhoe--buckets Service truck --ton 1 3 3 1 3 1 2 09 Truck tractor diesel 10 Farm tractor -- with power broom 1 11 Gradall 1

Related Documents:

NJDOT operations dictate that Interstate, US Highway and State Highway designations are considered higher order routes than Highway Authority Routes. The full hierarchy follows in descending order: 1 – Interstate 2 – US Highway 3 – State Highway 4 – Highway Authority Route 5 – 500

Title - Lender's Title Policy 535 Title - Settlement Agent Fee 502 Title - Title Search 1,261 Title - Lender's Title Insurance 1,100 Delta Title Inc. Frank Fields 321 Avenue D Anytown, ST 12321 frankf@deltatitle.com 222-444-6666 Title - Other Title Services 1,000 Title - Settlement Agent Fee 350

Adopt-A-Highway Program Guidelines and Coordinators Handbook Adopt-A-Highway Signs March 2008 2-3 PURPOSE OF SIGNS Caltrans recognizes donations made through the Adopt-A-Highway Program with Adopt-A-Highway courtesy signs. Courtesy signs also alert motorists and the California Highway Patrol that workers may be present on the roadside.File Size: 964KB

Highway 161 from the Nisqually River to Eatonville, Orville Road from Eatonville to Highway 162 near Orting, Highway 162 from Orville Road junction to Highway 165, and Highway 165 to Highway 410 at Buckley to the White River, excluding Mount Rainier National Park. In King

THIS IS SAMPLE RESUME ONLY. H2K is Not responsible for this resume and your resume. You can prepare your own resume. This is just a reference to get an idea about how The BA – Business Analyst Resume can be prepeared. Page 1 of 4 THIS IS SAMPLE RESUME ONLY. H2K is Not responsible for this resume and your resume.

download the sample spreadsheets and color PDF file of this guide. 16. Abstract The Highway Safety Manual User Guide is a user friendly document that helps safety analysts begin to use the Highway Safety Manual (HSM). The Highway Safety Manual User Guide is a companion document to the HSM and is used as a reference document. It is not a

To begin a new Resume: 1. Click the Create New Resume button in your Document Center. 2. Enter a name for your resume (names can include any combination of letters, numbers, and spaces) and click Start Resume. 3. Select how you would like to build your resume. Three Ways to Build a Resume There are three options you can use to build a resume.

Rancho Cucamonga 12281 Arrow Highway, Parallel Products of California 12281 Arrow Highway 12451 Arrow Highway, CMC Fontana Steel 12455 Arrow Highway, Ameron International 12455 Arrow Highway, Ameron International Concrete and Steel Pipe GRP 12