Lapeer County Road Commission

PROPOSAL FOR:DETAIL 8 JOINT REPAIRS ON M-53

Sealed proposals will be received by the Lapeer County Road Commission at their office, 820Davis Lake Road, Lapeer, Michigan 48446 until 1:00PM, Monday, April 10, 2017 at which timeand place proposals will be opened for Detail 8 Joint Repairs on M-53 from Imlay City Road toBowers Road.

The Lapeer County Road Commission reserves the right to reject any or all bids and to waiveany irregularities in bidding and to make the award, in whole or in part, as may appear to be inthe best interest of the County Of Lapeer. No bid may be withdrawn after the scheduledclosing time for receiving bids for at least forty-five (45) days. A certified check or bankdraft payable to the Lapeer County Road Commission or a bid bond in an amount equalto five percent (5%) of the bid shall be submitted with the bid. No proposal will be receivedunless made on blanks furnished by and delivered to the Lapeer County Road Commission onor before 1:00PM, Local Time, Monday, April 10, 2017.

Detail 8 Joint Repairs on M-53

BID ITEM QUANTITY UNITS UNIT PRICE AMOUNTPavt Joint and Crack Repr, Detail 8 4,128 Ft

Hand Patching, HMA 13A 413 Tons

Lighted Arrow, Type A, Furnished 2 Each

Lighted Arrow, Type A, Operated 2 Each

Sign, Type B, Temporary, Furnished 296 SftSign, Type B, Temporary, Operated 296 SftMinor Traffic Devices 1 LS

Traffic Regulator Control 1 LS

TOTAL:

FIRM NAME:_________________________________________________________

AUTHORIZED REPRESENTATIVE:_______________________________________

ADDRESS:___________________________________________________________

CITY, STATE ZIP:_____________________________________________________

PHONE:_____________________________________________________________

FAX:________________________________________________________________

E-MAIL:______________________________________________________________

DATE:_______________________________________________________________

To: Board of Lapeer County Road Commissioners820 Davis Lake RoadLapeer, MI 48446

Gentlemen:

The signature has examined the proposal, specifications and the location of the work describedherein and is fully informed as to the nature of the work and the conditions relating to itsperformance and understands that the quantities shown are approximate only and are subject toeither increase or decrease.

The signature hereby proposes to furnish all necessary machinery, tools, apparatus, and othermeans of construction, do all the work, and for the bid price listed, to complete the work hereindescribed in strict accordance with the requirements of the 1990 Edition of StandardSpecifications for Road and Bridge Construction of the Michigan Department of State Highwaysand such other special provisions and supplemental specification as may be attached to thisproposal or plans.

The signature further proposes to do such work as may be authorized by the Lapeer CountyRoad Commission. Compensation shall be made on the basis agreed upon before such work isbegun.

The signature hereby certifies that he has submitted proof of current M.D.O.T. prequalificationrating for the amount and type of work proposed prior to the opening of this proposal. Yourrating will not be disclosed to other bidders and will be returned. Failure to make submittal willresult in rejection of bid.

GENERAL:

The project will be done in accordance with Section 5 of the Michigan Department ofTransportation’s 2012 Specification for Construction and in accordance withStandard Plan R-44-F which is attached.

QUANTITIES:

The quantity breakdown and unit price list is for bidding purposes. The patching log will beincreased or decreased to match amount of funds available. The item and quantity may beadjusted to fit field conditions by agreement between the Michigan Department ofTransportation, Lapeer County Road Commission, and the Contractor prior to start of project.

MEASUREMENT AND PAYMENT:

Measurement and Payment shall be at the Contract Unit Price as bid and shall include all labor,equipment and materials needed to accomplish the work.

COMPLETION DATE:

The completion date is September 30, 2017. Liquidated damages of one hundred dollars($100.00) will be assessed each day beginning October 1, 2017.

LIABILITY:

The Contractor shall at all times exercise extreme care and shall assume all liability for anydamages resulting from his operations and shall hold the Lapeer County Road Commissionharmless from any such claims or damages.

The successful bidder must also furnish certificates or policies giving satisfactory evidence ofinsurance coverage to the minimum extent of $1,000,000.00 property damage and$1,000,000.00 personal liability to insure adequate payment for any damage caused by hisoperations. The Lapeer County Road Commission shall be named as additionally insuredon these policies.

The contractor shall, prior to the start of work, file with the Lapeer County Road Commission acertificate of Workmen’s Compensation Insurance.

Operations shall not commence until insurance is in force and will cease if it is canceled.

MATERIALS:

The bidder will list the specification of the material being bid and the source of the material byspecific location. Prior to payment, the supplier will supply a sieve analysis and certification forthe material used.

MAINTAINING TRAFFIC:

The Contractor shall maintain and protect the traffic and work in accordance with Sections 104and 812 of the Michigan Department of Transportation's Standard Specifications for HighwayConstruction. All signs, barricades, warning lights, and other traffic control devices shall be inaccordance with the 2011 Michigan Manual of Uniform Traffic Control Devices (MMUTCD), asamended. A typical lane closure is attached.

AWARD:

It is the intent of the Road Commission to award this project within 10 days, and contractor tostart work within ten (10) days after receiving notice of award of contract.

For specific questions and inquiries about this project, please contact Chris Lane, MDOTat (810) 653-7470 or LaneC3@michigan.gov

Bids will be accepted until 1:00PM, Monday, April 10, 2017.

Detail8's list

Starting on,m53 just north of old 21, right on top of the creek. Going north 1 mile to address774.

Counted lll(, spots, both lanes.

Then from address 774 goingnorth on m53 to Bowers Rd,

Counted 204 spots, both lanes.

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PLAN OF SATING DIAGRAM

SCHEMATIC OF TYPICALLIFT PIN ASSEMBLY

SATING DIAGRAM & LIFT PINFOR REMOVTNG OtD SLAB

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THIS IITHOD OF REMVIIG OISTRESSED CONCRETE SHALL BE USED

ili cottiulrcrtm rtTH FULL DEPTII cAsr-Iil+LAcE REPAIRS LESs

iiiri-50;-o;'[iin6-' rxo-is oFrloml Fm REPAIRS ovER 50' -0'IN LEiIGTH.

THESE SAT CUTS SHALL BE FULL DEPTH AND PERPENDICULAR TO

iijE-EDat' oi iuE nororrv' TITHIN A ToLERAilcE tr 1'. l{g

oiEncurrtrc INTo ADJAcENT LAtiEs SHALL BE tlAoE uNLEss THE

ovEncur ts ttTHIil THE LIllITs $ A suBsEilE[T REPAIR T0

TIE TO;ICTIT LANE. SHqJLDER OVERCUTS TILL BE ALLOTED.

.IHIS FULL DEPTH SA; CUT IS IIADE TO FACILITATE OPENING A

TNEITCII ICROSS THE SLAB TO RELIEVE COIPRESSION Iil THE

PIVTI TT PRIOR TO LIFTING OUT II{E FAILED AREA. THIS SAT

AIT UIV EE OUITIED PROVIDEO ilO SPALLING OF THE REIIAINING

concnire occuns. tF SPALLING DoES 0cclJR, THE colTlAcJo!*iLi ei REoUTRED To IIAKE ll{ls sAr cuT 0l{ suBsEouENT

neFitns. [HEt{ Ittts sAx cuT Is usED AND THE ADJAcEilT LNEii Hor ngprtnEo' t€ ovERcUTTING lilTo THAT LNE sHALL BE

taAoE.

ftIS LO{GITUDINAL FULL DEPTH SAT CUT IS TIADE BETTEEN

unrs on BETEEI{ ANY COAIilATToil 0F rHE FoLLilIl{G: L{tlErNTlp. CUNB. COI{CRETE SHOULDER. OR PARTIAL LANE TIDTH

REPAIR.

IF REOUIRED. II{TER}IEDIAIE SAI CUTS IIAY BE-IIADE TO REMVE

l sEdiior or prwuerr LAilE ffircn Is ovER 6'-0'IN LEI{GT}I.

TO PERIIIT LOADING INTO THE HAULING UilITS.

ADDITI$IAL SAT CUTS. AT CONTRACTOR,S EXPENSE. TIAY.BE.IIADE

iNaiDi-THE nEirin r-lvtrs To REoucE 6'-0' BY 12'-0' 0R

LESS SLABS IilTO SUALLER PIECES TO FACILITATE RE)MVAL.

II, HARDBOARD OR EOUIVALENT AS

BOND BREAKER

JOIT{T TYPES AS SPECIFIEO ON PLANS

IITAL OR 2, NOIIIilAL THICKT{ESS TOM FMU

ONE LANE REPAIRSLANE ROADTAY SHOTN)

EXISTTNG t)ISTRESSED CONCRETE PAVE}I}ITTo BE REIoVED AND REPLACED tilEN 18tPOUR IS COIPLETE

I,., HARDEOARD OR EOUIVALEilT TO BRIDGE

siorril ,Jotilt oR SPALLED AREAs To

TAII{TAIt{ CEI{TERLINE ALIGNTCT{T

JOINT TYPES AS SPECIFIED Oil PLNS

TETAL OR 2, NOilINAL THICI(NESS TMD FORII

ALL LANES REPAIREDLANE ROADIYAY SHOTN)

rrr' HARDE0ARD 0R EQUMLENT AS BO{0

sriexgn ffiei{ PLAcING sEcoND PqJR

EXISTING DISTRESSEO CONCRETE PAVEIfNTTO BE REIIoVED AND REPLACED $lEN 16tPOUR IS COTPLETE

,.. HAROEOARO OR EOUIVALEI{T TO BRIDGEgAorrr ,,otilt m SPALLED AREAs To

TIAINTAIil CEi{TERLIIIIE ALIGT,IUEilT

JOIilT TYPES AS SPECIFIED OI{ PLANS

TIETAL oR 2, NSIIilAL T}IICKNESS IOOD FORII

MORE THAN ONE LANE REPAIREDBUT REPAIR LESS THAN FULL ITIDTH

(3 - LANE ROADTAY SHOTN)

FMilING NOTESI

STAKES USED TO HOLD HIIA FITLER t)R HARDBOARD IN PLACE DURII{G CONCRETE

PLACEIINT SHALL BE REMVEO BEFORE SCREEDIIG THE CONCRETE.

^DJAcEilTLAilEREPAIRS}IAYBECASTINTEGR^LLY'IIIEilAPPRoVEDBYTHEE}IGINEER.FORMING REQUIREUENTS FOR

CAST-IN-PIACE REPAIRS I2'-O" OR LESS

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(2

E[vDorHanlrsJlqh

PREPARED

EY

DESIGN DIVISI$.I

OEPARTMENT DIRECTOR

Klrk T. Steudle

CAP?ROVED BY3 _

Ei{GIIIEER $ I)ETIVERY

omo,EoBY: $'i;;k g l'$"'*i/@'

MICHIGAN DEPABTMENT OF TMNSPORTATIONBUREAU OF HIGFTWAY DEVELOPMENT STANDARO PLAN FOR

CONCRETE PAVEMENT REPAIR

I)RAIi{ BY: -4.1: 9-10-201 0E-[-t-1. lPPR0vlL

8-9-2010H A[ NIIE

R-44-F SHEET

10F6clEClGD BY:IL[.:]1-

TIED JOINT, Trg

COiICRETE

CONCRETE REPAIR(1,-O, TIN, LEI{GTH)

HOT+OIREDRUBBER-ASPHALTtt^r^*1 t4 x 1'

BACKER R()D(BELOT SEALANT)

EXISTI]{G

c'ir

* DRILL 1,6il DIAIITER HOLE II{TO

EXISTING CO{CRETE PAVEIIEI{T AND

GROUT-I}I+LACE #9 X 1,-6, LONG

EPOXY C(]ATEO DEFORTID BARS

c'tn

* DRILL 13,I' DIAIITER HOLE Ii{TOEXISTING COilCRETE PIVEIIENT AND

6ROUT-IN+LACE 1IZ.' t)IAIITERr 1'{' L0l{G EP0XY C0ATED BARS

CONTRACTION JOINT, Crg

-- tr2 PAVEIII{T

( THrcxNEss I

HOT+ruREDRUBBER-ASPHALTSEALAilT 1'x 1'

r DRILL TIt, DIAIITER HOLE II{TOEXISTING C${CRETE PAVETIENT NDGRoUT-IN+LACE 1t{ DITTETERX 1,-6, LONG EPOXY COATED BARS

FIBER J()II{T FILLER

EXPANSION JOINT' Erg* SEE SHEET 3 OF 6 FOR BAR SPACI],IO

At{t) SHEET 6 OF 6 FOR NOTES.

CAST-IN-PLACE REPATR JOINTS USINGGROUTED DOTEL OR DETOBMED BARS

* EXPANSIOil CAP

I,1, HARDBOARO OR EOTJIVALENT AS

BOI{I) BREAKER

JOINT TYPES AS SPECIFIED OI PLAi{S

IIETAL OR 2, NOIINAL THIC(NESS TMt) FORM

ONE LANE REPAIRSLANE ROADtrAY SHOITN)

EXISTIilG DISTRESSEO CONCRETE PAVEIIENT

TO BE REIOVED AND REPLACED TTIEN 15tPflJR IS COIIPLETE

1' ilt[. THICKiIESS r00D FoRtl T0

ESTAELISH INDEPENOEilT ALIGNTIEI{I

JOINT TYPES AS SPECIFIEO ON PLANS

IIETAL OR 2, IIOIINAL THICI(NESS IOOD FMU

ALL LANES REPAIRED(2 - LANE ROADVAY SHOTN)

r{' HARDB0ARD m EqJMLEilTAS BOND BREAKER

EXISTIT{G DISTRESSEO CO{CRETE PAVE}IEIT

TO BE REMVED ND REPLACEI) I}IEN lstPOUR IS COPLETE

1' HIr{. lHlCl(NESS I00D FoRtl T0ESTABLISH INDEPET{DENT ALIGNXET{T

JOINT TYPES AS SPECIFIED O{ PLANS

IIETAL OR 2, i{OIINAL THICTNESS TOOD FORII

IIIEN OFFSET IS GREATER II{AN 6,{), PLACE (C2) JOINT

IN LINE IITH ADJACEilT LANE REPAIR JOIilT.

MORE THAN ONE LANE REPAIREDBUT REPAIRS ARE OFFSET

(3 - LANE ROADTAY SHOITN)

F()RIIIilG ilOTES:

IIIERE REPAIRS LollGER ]}lAN 12,-0, ARE RE0UIREo' A t{E! qB4E llJsT BE ESTABLISHED

ii_oiic i[t'oLD FrvErm ixxrn mlm LIilE II{DEPENDENT 0F THE &D PAI/Erft{T suRFAcE.

30 iiAi acREEoilc-ui ee 00ilE PERPEilDIoJLAR T0 IHE cEr{TERLlliE A}lD II{DEPEI{oENT $TIIE (]LD PAVETET{T GRADE.

STAKES USED TO HOLD HIIA FILLER ffi HARDBOARD IiI PLACE DURIilG CONCRETE PLACEIIIIT

SHALL BE RETOVEO BEFME SCREE[)ING THE q)I'ICRETE.

AOJACEI{T LANE REPAIRS IIAY BE CAST IITEGf,ALLYi TI{EI{ APPROVEI) BY THE EI{GIilEER'

FORUING REQUIREUENTS FOR

CAST-TN-PLACE REPAIRS GREATER THAN L2]-OI'

(?

MICHIGAN DEPARTMENT OF TMNSPORTATIONBUREAU OF HIGFTWAY DEVELOPMENT STANDARD PLAN FOB

CONCRETE PAVEMENT REPAIR

'-o' , 1'{' , 1'-O'-,-1'-O'-,,t'+-- --t--1

EXISTII{G ' 0R 1,1'{' ([ THAN 12,{,

OR

3'-O'l/2 PAvEEttTr{rcKtiEss t

NoTE3iie ioLE spAcrtlc uAY BE ADJU5TE9 1'HSRIZSNTALLY. RAISEDI/2'.-0R-L0IEREDtj'- iiox iii leova LocATIot{s T0 AvpID DRILLING It{To THE REINFoRcEI:NT'

DOTEL OR DEFORMED BAR SPACING FOR CONCRETE

15C oIATETER HoLES (TYP. )

REPAIRS

DRILL 3y' DIAIf,TER HOLE IilTO THE EXISTINGFriErrrr-mo GRoUT-til+LAcE #i x l'-€'LoilGEPOXY COATED DEFORICD BARS

EPOXY ANCHORED LANE TIE

F IRST POUR -JI

_-l

LANE OR

+OR€ .- E)( ISTINGJOINT

+ Crc cr9

2'llIN.4' llAx.

SINGLE FULL ffIDTH REPAIR

REPAIR LENGTH 6'- 15' ffITHONE JOINT NEAR AN EXISTING JOINT

+()R€ EXISTIilGJOINT

+ crg crg

-ALIGN CP TITH

EXISTING JOINT

ALIGN Cp tlTHcrg

1, T() LESS THAil 15, 1, TO LESS THAN 15,

REPAIR LENGTHS OVER 15' IYITH Cp JOINT(SINGLE LAilE REPAIRI

OFFSETTING LANE REPAIRS ITITH Cp JOINT

PAVE}f,IT TO BE CAST AFTER LANE TIE

(SII{GLE LA]{E REPAIR)

EXISTING EXISTII{CJOIIT SPACING JOINT SPACII{G

MICHIGAN DEPARTMENT OF TRANSPORTATIONBUREAL' OF HIGFTWAY DEVELOPMENT STANDARD PLAN FOR

CONCRETE PAVEMENT REPAIR

EXISTIT{G LONG JOINT SPACIT{G

ORIGII{AL Cffit{ERS BRflEN OJT.

FILL VOI[)S XITH COI{CRETE, PAIDFOR AS PART ()F THE TIDEIING.

I/2, FIBER JOINT FILLER.PAID FOR AS PART OF II{ETIDEIING

CpLONG REPAIR SHOITING

JOINT ALIGNMENTS AND LANE TIES

SHEET If,TAL M OTHER SUITABLETHIN ITATERIAL STAKEO IN PLACE

TO trIDENING SLABJOINT PATCH ADJACENT

ovER 10'BUT LESSTHAi{ 15,

FULL WIDTH UULTT-LANE1TITH OFFSET IN ONE

REPAIRSLANE

REPAIR OF 12'- 16' JPCP WITHONLY ONE MID-PANEL CRACK

THE PANEL HAS II(IRE THATI ()I{E IIID+ANEL CRAC( REPLACE EIITIRE PAI{EL)

{SI}IGLE LA}IE M FULL ;I[)II{ REPAIR){IF

10' utN. To 15' rAx.JOINT SPACING FOR REPAIB

1o' lltN. T0 15' IIAX,JOII{T SPACING FM REPAIB

PANEL CRACK REPAIRT1TO CRACK PANEL REPAIR

MICHIGAN DEPARTMENT OF TRANSPORTATIONBUBEAU OF HIGI.WAY DEVELOPMENI STANDARD PLAN FOR

CONCRETE PAVEMENT REPA,IR

EXISTIT{G

lrd DEEP

REPLACE C PAVE}IE}IT RE

* NOTEs IF EXISTING REINFORCEIIENT LAPS ARE ENCOUilTqRED li{ THIS AREA' FII{AL SAI CUT

XiSi Sr rcVEO glCr f0 FnOVtOr IINltlJ)l 2'{'LAP 0F PAVETCNT REINF0RCEIIIT.

REPAIRING CONTINUOUSLY RETNFORCED CONCRETE

PAVEIfNT

FINAL SAI CUT(SAVE STEEL}

REPLACE TITH SITIILAR BASE }IATERIAL

AND COIfACT TO 951 OEI{SITY(TO BE PAID F()R AS PART OF THE

C$ICRETE PAVETINT REPAIR)

VAR IABLE PR()VIDE VERTICAL EDGES BY SAT

CUT OR OTHER APPROVED I[TH(]O

8(}\D CoAT

CASE IHMA REPAIR OF

CONCRETE PAVEMENT

RETOVE LOOSE DETERI{NATED COICRETE'

IilOT TO EXCEED PAVEIII{T THIC(I{ESS}

EXISTING PAVEIII{TJ(]ITIT OR CRACK

CASE IIHMA REPAIR OF CONCRETE

PAVEMENT UITH HMA SURFACE

REMVE HI'A OVERLAY TO COI{CRETE SURFACE.

CASE IIIHMA REPAIR OF CONCRETE

PAVEMENT [ITH HMA SURFACE

REIIOVE HIIA OVERLAY AilD Lt)t)SE

DETERIORATEO CONCRETE.(NOT TO EXCEED PAVEIINT THICKNESS)

EXISTING PAVEIINTJOINT OR CRACK

FOR CASES I. II. & III. THE REIIOVED TIATERIAL SHALL BE REPLACED TITH A HMA TOP COJRSE IIIXTURE'

iis iiiA-1ilrl sE-cotplcreo'-riin- I uritttxr v1ERAToR m APPRovED Rq-LER tlIH BASE LIFT

iiiiciiiL'sii"ioiio iiCrEo r, "iriii liriiiiii'iop iiii THrcKNEss t{oT To ExcEED 2r. THE FITIAL

iiiniriCE-oF-ilii nEFrin sttl BE FLUsH llrt THE Exlsrlt{G PAyEITNT suRFAcE'

SURFACE REPATR FOR JOTNT OR CRACK (TRANSVERSE OR LONGITUDINAL)

{

rJo

G

G

LUG EXISTI}IG PAVEII}ITJOII,IT OR CRACI(

TOP ()F EXISTING PROVTI)E VERTICAL EDGES BY SAT

PAVEICNT CUT OR OTHER APPROVED TETHOD

0.15 GAL/SYD EXISTING PAVEIENTJorr{T 0R CRAC(BOND COAT

CASE VFULL DEPTH HMA REPAIR

OF CONCRETE PAVEMENT TITH HMA SURFACE

REMVE EXISTIT{G HTIA DETERIMATED CO{CRETE PAVE}f,NT

FULL DEPTH. CIXPACT LOOSE EXISTING BASE. REPLACE

AND COIf,ACT IITH HIIA ANY LOST BASE.

SAT CUT OR

CHISELED CUI

FULL DEPTH HMA REPAIROF CONCRETE PAVEMENT

REMVE THE DETERIffiATED CO.ICRETE FULL DEPTH.

COTPACT LOOSE EXISTII{G BASE. REPLACE At{D

COPACT IITH HT{A ANY LOST BASE.

F()R CASES tV. !. Y, THE REMVED IIATERIAL SHALL BE REPLACEO TITH A H}IA TOP COURSE IIIXTURE'

ixi iiii-1uiiL ae couprcrro ltm l ulctttm vIBRAToR m APPRoVED RoLLER IITH BASE LIFT

iiiiciiilEssii"nor-io ii'ciro s' rrio'iilix ttti ioF tirr THIcKNESS NoT To ExcEED 2'. THE FINAL

iiiniliCE-oF-rui nEprin Sulr BE FLUSH flTH THE ExlsTIt'lG PAvElft{T suRFAcE'

FULL DEPTH REPAIR FOR JOINT OR CRACK (TRANSVERSE OR LONGITUDINAL)

EXISTING PAVETf,NTJOINT OR CRACK

CASE IV

MICHIGAN DEPARTMENT OF TMNSPORTATIONBUREAU OF HIGFWAY DEVELOPMENT STANOARD PLAN FOR

CONCRETE PAVEMENT REPAIR

JOIi{T TIDTH SA}fpLACE ?r1, * r/i HIGH y lt,/ tt(TIDE JOIiIT FILLER I]i SATED JOINT

3vi tt/i illAcHrNE INSTALLEDIqt,i - vi (HAND INSTALLED)

TOP OF JOINT FILLER

FULL DEPTH SAT CUTS

NOTES:

FILL AilY VOIDS THAT OCCUR BELOIFILLER TITH STRIPS OF UREIHAiIE

F()AII OR P&YETHYLEI{E FOAUEXPAT{SION

IIATER IAL

TI{Eil PRESSIJRE RELIEF JOII{T IS TO BE CO]{STRUCTEO THROUGH

CO]{CRETE SHOULDER. TREI{CHII{G BELOT CO'ICRETE UAY BE

t{EcEssARy T0 ALLOT R00U FoR Trzf ilLLER.

PRESSURE RELIEF JOINT

THIS OETAIL ALSO APPLIES TO HIIA SURFACEO

COI{CRETE PAVEIINT REOIJIRII{G PRESSURE RELIEF JOIilTS

NOTES:

CONCRETE PAVE}filT REPAIRS (II{CLUDING JOINT TYPES) OR PRESSURE RELTEF

oiillls sHtl BE As sPEclFIEo 0N THE PLANS 0R It{ TtlE LoG 0F PRoJEcr'

IF THE EXI5TING PAVETENT HAS A HIIA SURFACE. THE SAI CUTS SHALL EXTEI{[)

THROJGH THE UNDERLYING PGTLANI) CEIENT COICRETE.

SAT OVERCUTS IN AOJACENT LANE' SHOJLDER' RATP' ANO GUTTERS THAI TILL

niuiH n pLAcE' SHALL BE cLEANED Al{0 T}lEt{ SEALED rlTH H0T+ouRED

RUEBER-ASPHALT.

TIIEN THE CO{CRETE PAVEIINT REPAIR IS CONSIRUCTED IN PREPARATION FOR

ll OvfnuV, crg JOIilT RE5ERV0IRS AilD SEALAI{TS SHALL BE 0i{ITTED AND

E,PMSIOIT JOINTS (ETO) SHALL HAVE THE FIBER JOINT FILLER KEPT FLUSH

TO THE PAVETINT SURFACE.

EXPANSIO],I CAPS SHALL BE ACCORDING T() STA}IDAR[) PLAN R-4o-SERIES.

TRANSVERSE coNTRAcTIo{ cp AND ExPANsloil E2 J0INTS SHALL BE AccffiDI[GTO STAI{DARD PLAN R-39P.SERIES.

00IEL AND DEF0RIID BARS USED Il{ Trs. Crg. AliD Erg J0INTS SHALL BE

EPOXY COATED ACCORDING TO THE CURRENT STAIOARD SPECIFICATIONS.

DOML BARS ANO t)EFORIf,O EARS FOR TIEO JOINIS SHALL BE GROUTED IilTO

ixi5itle pAvErfilT rrTH A GRour sELEcrEo FRol THE PREoUALIFIEo

TTTENiALS LISTED IN THE DEPARTTCNT,S ,IIATERIALS

SOIJRCE GUIDE, UT{DER

IOUESIVT SYSTEIE FOR GROUTING DOTEL BARS AND TIE BARS Fffi FULL{EPTIICO{CRETE PAVETII{T REPAIRS.

THE BACKER ROt) SHALL IIET THE REOUIRETI}ITS OF THE STAIOARO SPECIFICATIO{S

FoR C0{STRUCTIoil.

THE SAII TYPE JOIilT SHALL EXTEIID ACROSS ADJACENT LANE REPAIRS.

AFTER GROUTIilG II{+LACE. RC-250 OR AN APPROVEI) BOI{D BREAI(ER SHALL BE

rppilEo ro THAT PORTIOII $ Crg AND Erg 00rEL BARS THAT EXTEND I1{T0

THE CAST CONCRETE.

REPAIRED CONCRETE PAVEII}ITS REOUIRE THAT I, OF ETg EXPANSION JOIi{TS

8. DISTRIBUTEO THROUGHOUT A GIVEN 1OOO, SECTIOl{.

CURB. OUTIER' AI{D CURB FACE SHALL BE SATED AS DEEP AS II]E EXISTITIG

PAVEilENT THICKNESS. THE REIIAINIT{G CONCRETE SHALL BE CHIPPED OUT AI{D

EiPIITSIOI }IATERIAL OF SUFFICIEilT THICKNESS SHALL BE PLACED IN SAIED

JOINT TO FIIL THE GAP AS DIRECTED BY THE ENGII{EER.

EXPANSION JOINT, Esc

ffiERE THERE ARE NO REPAIR LOCATIOI{S IITHIN A 1OOO, LENGTH' ilO

EXPAI{SIO{ SPACE TILL BE PROVIDED.

EXPAilSTON JOINT FILLER SHALL EXTENO THE FULL DEPTH OF THE REPAIR AND

EE TLUSH TITH THE EXTSTING PAVEIINT SURFACE. PRIOR TO SEALING' THE

Jolxr rtsen FILLER AT THE PAvEIrNT suRFAcE SHALL BE RElovEo BY cUTTING

i' rtoE ltto tr,2' DEEP To PEiltT THE PLAcEtfNT 0F THE toT+flRE0 RUBBER

lsprii[i "sEtrfir.--- ng.ri ttt sxplttilox J0l]lT FILLER SHALL BE 1r'2'

UAXIIJII DIAIIETER ANt) SHALL BE ALIGiIED TO FIT ORILLEO HOLES IN CONCRETE.

Erg JoINTS SHALL BE C0NSTRUCTED ol{LY ItlEl{ THEY EXTEND ACR0SS ALL

LAI{ES. RATPS' OR SHOULOERS.

TTIEN ETg JOINTS ARE PLACED ADJACEI{T TO C(]I{CRETE CURB AND GUTIER THAT

iS XOT iCOUINEO TO BE REIIOVEO, ''N

ESC JOINT SHALL BE CONSTRUCTED IN

THE CURE AND GUTTER.

JOINT RESERVOIRS FOR THE HOT+OIJRED RUBBER-ASPHALT SEALAilT SHALL BE

AERASIVE BLAST CLEANED. FI)LLOED BY A FII{AL CLEA]{II'IG OF OIL+REE

COIPRESSED AIR PRIOR TO SEALING.

LANE TIES (TO ADJACEI{T PAVE}IIT LANE. I}IEiI REOTJIRED) SIIALL BE SPACED

ICCOROITTC T() STAI{DARD PLN R-4I-SERIES. EXCEPT THAT THE FIRST LAI{E TIE

IOUICEHT TO A TRNSVERSE JOINT SHALL BE IilSTALLEO AT A DISTANCE OF

1'-a' FRox THE JotitT. IHEN BorH SIDES 0F A LoNGITUDINAL JoINT ARE

Foungo tnreeRrlly' LAIIE TIEs sHALL 8E STRAIGHT DEFoRI:D EPoxY coATE0

EIRS CTST-IX+LICE AS SPECIFIED O{ STNDARD PLAI{ R-4I-SERIES. TIIEN

ADJACET{T LANES ARE CAST SEPARATELY' LNE TIES SHALL BE GROUTE[)-IiI-

PLACE A5 SPECIFIED ON THIS PLAI{. THE GRruT SHALL BE SELECTED FROU THEpnEo[rLirieo ilATERIALS LISTED It{ THE DEPARTT€NT's 'ltATERlALs souRcE

GUIoE', UNDER LANE TlEs.

THE II()NTH AilD YEAR OF CASTIT{G AND STATIO{ ]{U[8ER (IF REIMVED) SHALL BE

STEI{CILEO O{ EACH C()NCRETE REPAIR.

ALL REPAIRS TILL BE JOII{TED PLAIN COI,ICRETE PAVE)ENT.

MICHIGAN DEPARTMENT OF TRANSPORTATIONBUREAU OF HIGITWAY DEVELOPMENT STANDARO PI.AN FOR

CONCRETE PAVEMENT REPAIR

W20-4

AHEAD

ROAD

ONE LANE

W20-7a

DD

DD

D

D

D

D

D

D

W20-7a

W20-4

AHEAD

ROAD

ONE LANE

SH

OU

LD

ER

SH

OU

LD

ER

KEY

200 ft

100 ft TO

100 ft MAXIMUM

50 ft TO

D

BEGINS

ZONE

WORK

R5-18c

D

ROAD WORK

END

ROAD WORK

END

SPEED

LIMIT

R2-1

X X

REDUCED

AHEAD

W3-5b

SPEED ZONE

REDUCED

AHEAD

W3-5b

SPEED ZONE

CON:AE:djf

CHANNELIZING DEVICES

LIGHTED ARROW PANEL

(CAUTION MODE)

TRAFFIC REGULATOR

TRAFFIC FLOW

1 3 BMM:CRB M0160a

PW RD/TS/Typicals/Signs/MT NON FWY/M0160a.dgn

OCTOBER 2011

W20-1

ROAD

WORK

AHEAD

W3-4

TO STOP

PREPARED

BE

TYPICAL M0030a-M0080a.

DEPICTED ON THE APPROPRIATE

ADVANCE WORK ZONE SIGNING AS

PLACE THIS SIGN ALONG WITH THE

W3-4

TO STOP

PREPARED

BE

M0030a-M0080a.

TYPICAL

APPROPRIATE

DEPICTED ON THE

SIGNING AS

ADVANCE WORK ZONE

ALONG WITH THE

PLACE THIS SIGN

W20-1

ROAD

WORK

AHEAD

D

D

BUFFER

BUFFER

PRESENT

WORKERS

WHERE

4 5

R2-1a

PRESENT

WORKERS

WHERE

BEGINS

ZONE

WORK

R5-18c

VARIES

AREAW

ORK

D

D

BUFFE

R

D BUFFER

PRESENT

WORKERS

WHERE

4 5

R2-1a

SPEED

LIMIT

R2-1

X X

WORK AREA

LIMIT SIGNING THROUGHOUT

PLUS ADDITIONAL SPEED

SIGN = 296 ft2 - TYPE B

SEE SHEET 3 OF 3

PRESENT

WORKERS

WHERE

SPEED LIMIT WHERE WORKERS PRESENT

REGULATORS AND USING A REDUCED

LANE IS CLOSED UTILIZING TRAFFIC

A TWO-LANE TWO-WAY ROADWAY WHERE ONE

TYPICAL TEMPORARY TRAFFIC CONTROL FOR

BUFFER

PRESENT

WORKERS

WHERE

4 5

R2-1a

SPEED

LIMIT

R2-1

X X

DEPICTED ON TYPICAL M0090a.

THROUGHOUT THE WORK AREA AS

SETS OF SPEED LIMIT SIGNS

PLACE ADDITIONAL SUPPLEMENTAL

DEPICTED ON TYPICAL M0090a.

THROUGHOUT THE WORK AREA AS

SETS OF SPEED LIMIT SIGNS

PLACE ADDITIONAL SUPPLEMENTAL

SPEED

LIMIT

R2-1

X X

PRESENT

WORKERS

WHERE

4 5

R2-1a

10/05/2011

MAINTAINING TRAFFIC

TYPICAL

SHEET

Michigan Department of Transportation

FILE:

OF

TRAFFIC AND SAFETY

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV. NOT TO SCALE

NOTES

2. ALL NON-APPLICABLE SIGNING WITHIN THE CIA SHALL BE MODIFIED TO FIT CONDITIONS, COVERED OR REMOVED.

9. ALL TRAFFIC REGULATORS SHALL BE PROPERLY TRAINED AND SUPERVISED.

DISTANCES BETWEEN SIGNS, THE VALUES FOR WHICH ARE SHOWN IN TABLE D, ARE APPROXIMATE AND MAY NEED

ADJUSTING AS DIRECTED BY THE ENGINEER.

3.

10. ALL TRAFFIC REGULATORS’ CONDUCT, THEIR EQUIPMENT, AND TRAFFIC REGULATING PROCEDURES SHALL CONFORM

TO THE CURRENT EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE

CURRENT EDITION OF THE MDOT HANDBOOK ENTITLED "TRAFFIC REGULATORS INSTRUCTION MANUAL."

11. WHEN TRAFFIC REGULATING IS ALLOWED DURING THE HOURS OF DARKNESS, APPROPRIATE LIGHTING SHALL BE

PROVIDED TO SUFFICIENTLY ILLUMINATE THE TRAFFIC REGULATOR’S STATIONS.

13. WHEN INTERSECTING ROADS OR SIGNIFICANT TRAFFIC GENERATORS (SHOPPING CENTERS, MOBILE HOME PARKS, ETC.)

OCCUR WITHIN THE ONE-LANE TWO-WAY OPERATION, INTERMEDIATE TRAFFIC REGULATORS AND APPROPRIATE

SIGNING SHALL BE PLACED AT THESE LOCATIONS.

9A. IN ANY OPERATION INVOLVING MORE THAN ONE TRAFFIC REGULATOR, ONE PERSON SHOULD BE DESIGNATED AS HEAD

TRAFFIC REGULATOR.

THE MAXIMUM DISTANCE BETWEEN THE TRAFFIC REGULATORS SHALL BE NO MORE THAN 2 MILES IN LENGTH UNLESS

RESTRICTED FURTHER IN THE SPECIAL PROVISIONS FOR MAINTAINING TRAFFIC. ALL SEQUENCES OF MORE THAN 2

MILES IN LENGTH WILL REQUIRE WRITTEN PERMISSION FROM THE ENGINEER BEFORE PROCEEDING.

12E.

3A. THE "WORK ZONE BEGINS" (R5-18c) SIGN SHALL BE USED ONLY IN THE INITIAL SIGNING SEQUENCE IN THE WORK

ZONE. SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE SHALL OMIT THIS SIGN AND THE QUANTITIES SHALL BE

ADJUSTED APPROPRIATELY.

CON:AE:djf

2 3 BMM:CRB M0160a

PW RD/TS/Typicals/Signs/MT NON FWY/M0160a.dgn

OCTOBER 2011

SPEED LIMIT WHERE WORKERS PRESENT

REGULATORS AND USING A REDUCED

LANE IS CLOSED UTILIZING TRAFFIC

A TWO-LANE TWO-WAY ROADWAY WHERE ONE

TYPICAL TEMPORARY TRAFFIC CONTROL FOR

1H.

M0020aSEE FOR "D" VALUES.

D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES

AND LENGTH OF LONGITUDINAL BUFFERS

4E. THE SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED 15 FEET WHEN USED FOR TAPER CHANNELIZATION,

AND SHOULD NOT EXCEED 90 FEET WHEN USED FOR TANGENT CHANNELIZATION.

10/05/2011

6.

FLASHER, SHOWN ON THE WARNING SIGNS, SHALL BE POSITIONED ON THE SIDE OF THE SIGN NEAREST THE ROADWAY.

WHEN CALLED FOR IN THE FHWA ACCEPTANCE LETTER FOR THE SIGN SYSTEM SELECTED, THE TYPE A WARNING

7.

ONLY DESIGNS AND MATERIALS APPROVED BY MDOT WILL BE ALLOWED.

SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS.

MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE STANDARD

SHALL MEET NCHRP 350 CRASHWORTHLY REQUIREMENTS STIPULATED IN THE CURRENT EDITION OF THE

ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS AND LIGHTING REQUIREMENTS

FOR OVERNIGHT CLOSURES, TYPE III BARRICADES SHALL BE LIGHTED.5.

MAINTAINING TRAFFIC

TYPICAL

SHEET

Michigan Department of Transportation

FILE:

OF

TRAFFIC AND SAFETY

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV. NOT TO SCALE

15. THE HAND HELD (PADDLE) SIGNS REQUIRED BY THE MMUTCD TO CONTROL TRAFFIC WILL BE PAID FOR AS PART OF

FLAG CONTROL.

SIGN SIZES

28E. THE TRAFFIC REGULATORS SHOULD BE POSITIONED AT OR NEAR THE SIDE OF THE ROAD SO THAT THEY ARE SEEN

CLEARLY AT A MINIMUM DISTANCE OF 500 FEET. THIS MAY REQUIRE EXTENDING THE BEGINNING OF THE LANE

CLOSURE TO OVERCOME VIEWING PROBLEMS CAUSED BY HILLS AND CURVES.

6.8"

3.7"

3.8"

6.1"

6.7"

W HERE

PRESENT

W ORKERS

7" 7"

5" E (MOD)

36" 5" E (MOD)

5" E (MOD)

11.4" 25.2" 11.4"

35.8"6.1"

34"

48"

COLORS

2.3" R

0.9" BORDER

0.6" INDENT

BACKGROUND - ORANGE (REFLECTORIZED)

LEGEND AND BORDER - BLACK (NON-REFLECTORIZED)

SPEED LIMIT WHERE WORKERS PRESENT

REGULATORS AND USING A REDUCED

LANE IS CLOSED UTILIZING TRAFFIC

A TWO-LANE TWO-WAY ROADWAY WHERE ONE

TYPICAL TEMPORARY TRAFFIC CONTROL FOR

CON:AE:djf

BMM:CRB

OCTOBER 2011

M0160a 3 3

THE TYPE OF REFLECTIVE SHEETING USED FOR THE "WHERE WORKERS PRESENT" PLAQUE SHALL BE THE SAME AS

THE TYPE USED FOR THE PARENT SIGN.

29D.

PW RD/TS/Typicals/Signs/MT NON FWY/M0160a.dgn

RECTANGULAR REGULATORY - 48" x 60"

"WORKERS PRESENT" PLAQUE - 48" x 36"

DIAMOND WARNING - 48" x 48"

R5-18c REGULATORY - 48" x 48"

14. ADDITIONAL SIGNING AND/OR ELONGATED SIGNING SEQUENCES SHOULD BE USED WHEN TRAFFIC VOLUMES ARE

SIGNIFICANT ENOUGH TO CREATE BACKUPS BEYOND THE W3-4 SIGNS.

10/05/2011

MAINTAINING TRAFFIC

TYPICAL

SHEET

Michigan Department of Transportation

FILE:

OF

TRAFFIC AND SAFETY

PLAN DATE:

DRAWN BY:

CHECKED BY:

REV. NOT TO SCALE

YOUNG

BLACKS CORNERS

UTLEY

CALDWELL

IMLAY CITY

FAIRGROUNDS

WEYER

SEABURY

LIERMAN

SIMMONDS

WAGNERM-53

MUCK

SISSON

BROWN

RULE

PENNELL

BOWERS

CITY

WEYER

PETZ

CHURCH

BROWN CITY

WHEELING

SHORT

NORMAN

PRUTOW

BELLE RIVER

REYNOLDS

I-69

WINSLOW

MILL

HALL

BLACKS

HUNTERS CREEK

ATTICA

NEWARK

SUMMERS

WEBSTER

HANNAN

FAIRGROUNDS

SNYDER

CORNERS

HENESY

BURNS CORNEIL

ROSS

BOWMAN

DONOVAN

DORAN

DORROW

FARLEY

BRISTOL

NEWARK

RIDER

GLOVER

HOLLOW CORNERS

ENGLES

IMLAY CITY

BURT

GRAHAM

I-69

GRAHAM

Imlay City

M-53 (Detail 8 Repair Locations)

Lapeer County Road Commission