Online Permission for Movement of Single Indivisble Unit ODCs/ OWCs Consignment on Modular Hydraulic Trailers (HT-1 to HT-13) on National Highways in the Country

'.\' I 1920.16 RW/NH-35072/01/201 0-S&R(B)PT-2 Government of India Ministry of Road Transport & Highways S&R (Bridge) Transport Bhawan, 1, Parliament Street, New Delhi- 110001 Dated: 27.10.2025 To, 1. The Chief Secretariesof all the State Governments/ UTs 2. The Principal Secretaries/ Secretaries of all States/ UTs Public Works Department! Road Construction Department! Highways Department (dealing with National Highwaysand other centrally sponsoredschemes). 3. TheChairman,National HighwaysAuthority of India, G-5& 6,Sector-10, Dwarka, NewDelhi-110075. 4. The ManagingDirector, NHIDCL,Tower A, World Trade Centre, Naurojni Nagar Market, BlockG, Nauroji Nagar,Safdarjung EnclaveNewDelhi-110029. 5. The Director General (Border Roads), SeemaSadakBhawan, Ring Road, New Delhi- 110010. 6. The Chairman& CEO,RailwayBoard, Ministry of Railways,RailBhawan,New Delhi-110001 7. All Engineers-in-ChiefandChief Engineersof PublicWorksDepartment of States/ UTs/ Road Construction Department! Highways Departments (dealing with National Highwaysand other centrally sponsoredschemes). 8. The Secretary General, Indian RoadsCongress 9. The Director, IAHE,NOIDA,UP 10. All Project Zone Chief Engineers 11.All CE-ROs,ROsand ELOsof the Ministry. 12.The General Secretary, Hydraulic Trailer Owners Association, Mumbai. Subject: Online Permission for Movement of Single Indivisble Unit ODCs/OWCs Consignment on Modular Hydraulic Trailers (HT-1 to HT-13) on National Highways in the Country -Regarding ... Sir, Ministry is granting online perrmssron for transportation of single unit indivisible ODCs/OWCsconsignment on Modular Hydraulic Trailers [ MHTs] combinations (HT-1 to HT-13) on National Highways through OWc/ODC portal (www.morth-owc.nic.in) of the Ministry. 2. Ministry hascarried out study in 2012 for bridges having span length ranging from Sm to SOmand simply supported type covering various cross section with 2 lane, 4 lane, 6 lane and 8 lane width, based on which aforesaid permission is granted for OWC/ODC vehicles. The recommendations of the study are not applicable for the bridges designed based on Limit State principles specified in IRC6 and IRC112. Page 1of 30Ministry has issued guidelines vide circulars dated 17.01.2024 and 12.06.2024 on the subject !. mentioned abovefor grant of permissionfor movement of OWCs/ODCson National Highways. Study hasbeen further carried out by the experts on bridges designedwith Special Vehicle' (SV)loading andfurnished recommendations for grant of permissionfor MHTs.Further, it has beendecidedthat route approvalswill begranted within the time frame of 7days.Accordingly, in supersessionwith aforesaidcirculars dated 17.01.2024and12.06.2024,guidelinesarehereby issuedfor ensuringthe safe and uninterrupted movement of all types of vehicles on National Highwaysand preventing damageto anycomponent of roadinfrastructure. 3. Basedon the findings of study, simplified charts (C-1to C-13and C-SV-1)have been prepared for different combinations of modular hydraulic trailers which are enclosed as Annexure-I. The said charts shall form the basis for permitting movement of multi axle modular hydraulic trailers carrying OWClODCthroughout the territory of India considering that the load per axle row shall not exceed 18Tonnes.Different combinations of multi axle modular hydraulic trailers are listed in Table 1: Table t-Load Compositionof Type HT1to HT13 Total No.of TypeOf Axles GrossVehicle Weight (without Puller Chart in MHTRAILER Tractor) (MT} No. Combination UNIT C1 HT1 4 72 C2 HT2 6 108 C3 HT3 8 144 C4 HT4 10 180 C5 HT5 12 216 C6 HT6 14 252 C7 HT7 16 288 C8 HTS 18 324 C9 HT9 20 360 C10 HTlO* 8+8 288 C11 HT11* 10+10 360 C12 HT12** 14+14 504 C13 HT13** 16+16 576 MHTcombination type HT10to HT13involves attachment, in suchcombinations, the weight of attachment to beconsidered aspart of the grossvehicle weight. The attachment weight is to bedeclared in the application. (*) Unitswith Turn Table BolsterArrangement (**) Unitswith Girder Arrangement The puller tractor is a 3 axle tractor along with ballast weight for traction purposeandconsideredto haveagrossvehicle weight of 25T Page2of 30· 4. In order to select the appropriate chart applicable to a particular 'type of bridge structure, it is important to identify the characteristics of the bridge (i.e. SpanLength, Structure Type, Support Condition etc.). Before granting permission for passage of OWc/ODC, it is necessaryto ensure that these parameters are available with the Ministry and overall condition of the bridge is being monitored by the concerned RegionalOfficer of MoRTftH/NHAI/NHIDCL. 5. Movement of MHTs based on recommendations of study: 5.1 Bridges not designed with SVLoading: Basedon the above referred charts (C-1to C-13), a concise recommendation of study in the form of summaryis presented in Table 2Abelow. The tables presentsthe equivalency of IRC loadsto different HTLoadswith respect to structure type. Table 2A:Simply Supported Bridges of Spansfrom 5.0 m to 50.0 m not designed for IRe SVloading CATEGORY OF STRUCTURE TYPES TYPE OF BRIDGE STRUCTURE 1 2 3 vCulverts /PSC Precast / Cast-in-situ Beam& /PSC Precast Segmental / Masonry Arch SlabBridges (With BoxGirder type Bridges Bridges or Without Int. with WETjoints. crossgirder) /RCC Solid / Voided <Compostte Deckswith SlabBridges /PSC Cast-in-situ steel beamsand BoxGirders type TYPE OF HT LOADING /RCC Precast / Cast-in- Bridges concrete slabbridges situ Beam& SlabBridges (with or without (with or without intermediate cross intermediate cross girder) girder) HT LOADING HT1, PASS PASS PASS HT2, HT3 /For HT4 : PASS <For HT5to HT9: <Passwith Restricted GVW HT4TO HT9 Passwith InSomeCases- Refer PASS Restricted GVWIn Charts C-4to C-9for Details SomeCases- ReferCharts No.C-4to C- 9for I Details <Pass <Passwith Restricted GVW with Restricted InSomeCases- Refer' PASS GVWInSomeCasesCharts C-10to C-13for - Refer Charts C-10 Details HT10, to C-13for Details HT11, , HT12 & HT13 Page3of 30J Asis evident from the enclosed charts and above summary table, free movement for MHT combination type HT1, HT2& HT3may be permitted for all specified types of bridges and for all specified spanlengths. Butfor MHTcombination type HT4to HT13,movement shall bepermitted upto GrossVehicle Weight (GVW)asper the respective chart or reducedGVW - reflected in specific cell of the chart for different carriageway widths and structural arrangements, if falling enroute. 5.2 Bridgesdesignedwith SVloading: Studyhasfurther beencarried out by the experts in 2024for bridgesdesignedwith SVloading, and the recommendations of study has been mentioned in Table 2B below and in enclosed Chart No.C-SV-1.The table presents the equivalency of IRCloads to different HT Loadswith respect to structure type. Table 2B:All Typesof BridgesDesignedfor IRCSV Loading TYPE OF BRIDGE CATEGORYOF BRIDGESTRUCTURES STRUCTURE 1 2 ALL TYPES OFSIMPLY ALL BRIDGESOTHERTHAN TYPE OF HTLOADING SUPPORTED BRIDGES SIMPLYSUPPORTEDTYPE HT LOADING PASS PASS HT1TO HT11 NOT PERMITTED PASS HT12 & HT13 Asmay be seenfrom aforesaid Table 2Band the chart for SVloading, movement of MHTsof type HT-1 to HT-13with OWC/ODCis permissible on all Bridgesof simply supported type designedwith SVloading and are in goodcondition without showingany signof distress. The transportation of OWClODC ispermissibleonMHTsof type HT-1to HT-11on Bridgesother than simply supported type designedwith SVloading andare in goodcondition without showingany signof distress. However, movement of HT12and HT13vehicles is not allowed onall type of Bridgesother than simply supported type designedwith SVloading. 5.3 Permissionwill not granted for movement of OWClODC vehicles on bridges designedas per Limit StateMethod and not asper SVloadingof IRC6. Page4 of 305.4 For Longer Spansand for Type of Structures not covered in the above referred charts, specific studies need to be carried out on identical system, which shall form the basis for clearance for movement of OWCI ODCandalsofor future reference. 6. Thedistress bridgeson National Highwayshaveto beidentified marked and uploadedon the portal. The distressed bridgeson National Highwayswill be coded asOrange (moderately severe) and Red (highly severe). Someof the bridges in the above mentioned categories are already uploaded on the ODCI OWCportal. The sameshall be updated and particularly colour codingshall bedone for distressedbridges. 7. Permissionwill not be granted for movement of different combinations of Modular Hydraulic Trailers onthe types of bridgesasshownbelow: Type of Sl. Type of Bridge Combinations No. which are not allowed 1 Simply Supported Bridges covered in aforesaid Table 2A HT1 to HT13 having individual span length> 50m (not designed for SV loading of IRC:6) 2 All types other than simply supported bridges of any HT1 to HT13 span length not designed for SVloading of IRC:6 3 All Bridges other than simply supported type designed HT12, HT13 for SVloading of IRC:6 coveredin aforesaidTable2B 4 Distressed bridges coded asRedin the portal (highly HT1to HT13 severe) 5 Distressed bridges coded asOrange in the portal HT1to HT13 (moderately severe) Bridges rated under capacity for carrying loading as per 6 IRC:6or where load restrictions have been already HT1 to HT13 imposed. Bridges designed as per Limit State Method and not as 7. HT1 to HT13 per SVLoading of IRC6 8. For grant of permissionto MHTcarrying ODC/OWC consignment leading to overall height more than 4.75 meter, the applicant haveto select the route on aforesaid portal which do not have overhead structures, RoBs,RuBs,underpassescausingvertical constraint to the subject movement or the permissionwill be excluding the RUBs/FOBs/Overpassesfor which the applicant shall makediversions for movement of ODClOWC. Forthis purpose, ROsof the MoRT&H/NHAI/NHIDCLwill upload the details of overhead structures with maximum physical vertical clearance from road level available on OWClODC portal of the Ministry. 9. Procedurefor submissionof application and grant of online permissionfor movement of OWClODC: . 9.1 The consignor, consignee and the transporter will register themselves once on the ODCs/OWCsportal by filling the prescribed registration format as per Annexure-II enclosed herewith. Registered email-id will act as the user-id for login on ODCs/OWCsportal for all future transactions. Page5of 309.2 The consignor/consignee already registered on the portal will upload the cargo dimensions, origin and destination details on the Ministry's ODCs/OWCs web portal in the format as per Annexure-III. Annexure-V include adeclaration by competent person from Consignor/Consignee _ as per para A of annexure V stating the details mentioned in Annexure-III are true and correct. The consignor/consignee shall also nominate the registered transporter on the DOC Portal for the subject movement. On successful online submission of cargo and registered transporter details as above, an application reference number will be generated by the system and a system generated email will be triggered to registered applicant consignor, consignee and the nominated transporter email id confirming the same. 9.3 The nominated transporter on acceptance of the aforesaid nomination will upload the details of Modular Hydraulic Trailer, Puller Tractor, Driver and other details on the DOCweb portal as per Annexure-IV. Some important details in this regard are as mentioned below: i) Proposed route to be taken for subject movement with minimum one station at each interval of 100 km or part thereof for the total journey shall be indicated. ii) Portal will permit change of Puller Tractor registration number and/or MHT registration number for identical HT type prior to payment of fee. iii) Portal will permit replacement of eligible driver prior to payment of fee or even during the journey, subject to verification from SARATHIportal. iv) DOCportal will verify & capture the details and validity of documents of Puller Tractor, Modular Hydraulic Trailer and Driver from VAHANand SARATHIportal directly. v) DOC Portal will not permit deployment of Puller Tractor, MHT and Driver if any of the documents is noticed invalid at the time of online payment of prescribed DOCfee. 9.4 Online self-declaration shall be made by applicant transporter as per para Band C of Annexure-V. 9.5 The conditions of movement of OWCs/ODCsare at Annexure-VI. 9.6 The Portal shall make available the applicant transporter to view available route options from origin to destination. In case a transporter plot a route where there is any bridge falling under different type of bridges as shown in para-? above for the corresponding MHT combination, portal shall not permit to apply for such route. Further, permission will not be granted in those vehicles in which Vehicle Location Tracking Device (VLTO) device compliance to AIS 140 is not fitted. While applying for permission, the applicant shall select whether VLTDdevice is fitted in vehicle or not. 10. In case of ODCs/OWCsclassified as HT-1 to HT-3, portal will generate demand for fee to be paid by the transporter instantaneously after the feasible route is finally selected & accepted by the transporter. The portal will generate the single trip movement permission letter for selected feasible route on real time basis against online payment of the requisite fee by the applicant transporter. System generated email alongwith copy of the permission sogranted shall be automatically triggered to the respective RO(s)of MoRT&H/NHAI/NHIDCL and also uploaded on Ministry's website on real time basis. 11. In case of ODCs/OWCs classified as HT-4 to HT-13, system generated email of the application exhibiting consignment details, HT type and requested route upto maximum three alternate routes, if selected by the applicant will be triggered to concerned RO(s)of Page 6 of 30the MoRTftH/NHAI/NHIDCL on real time basis. It will be the responsibility of concerned RO(s) of the MoRTftH/NHAI/NHIDCL to examine and, if required, review and update the list of type of bridges mentioned in the para-7 above on the ODC/OWC portal as per prevailing field conditions within a maximum period of 7 days from date of application. In case of no review update by the field units on the ODCportal, a system generated reminder email will be sent to concerned RO(s) of the MoRTftH/NHAIINHIDCL on 3rd day following the date onwhich initial email wassent. Another systemgenerated reminder email will be sent to concerned RO(s)of the MoRTftHINHAI/NHIDCLand concerned ADG of MoRTH/Memberof NHAI/Director Technical of NHIDCLon5 dayfollowing the date onwhich th initial email wassent. Incasethe aforesaidselected route or anyroute from alternate routes is objected by anyof the ROdue to availability of bridgesunder para7above, the applicant haveto review ft decide route for transportation from alternate safer routes, on which type of bridgesasperaforesaid para7of this circular arenot available, andwill fill the milestones asper para9.3 abovefor final route for which permissionwill begenerated bythe portal. In case of no review /update by concerned RO(s)of the MoRTftH/NHAI/NHIDCLwithin a maximum period of 7 days from the date of application, system will consider the opted route(s) asfeasible and the portal will permit the payment of fee by the transporter. Once the fee is paid online by the applicant transporter, the portal will grant ft generate the permission letter for feasible approved route. The remaining alternative routes applied, if any will not be available thereafter for payment of fee, even if approved. A copy of such system generated permission letter will be auto emailed to concerned RO(s) of MoRTftH/NHAI/NHIDCLand uploadedonMinistry's website. 12.The permissionshall be granted subject to the conditions mentioned in Annexure-VI. 12.1 Incasefee is not deposited within 7 daysfrom the date of notification of fee on the portal as per aforesaid para no. 10ft 11, the system basedapproval shall stand withdrawn andthe processfor grant of permission will be repeated asper para 10and 11above, if the applicant transporter intends to re-apply against the time lapsed application. Feedemand will bere-generated postsystembasedfeasibility clearance bythe ODCportal andthereafter the permissionshall be granted againstonline deposit of the fee. 12.2 In case, any bridge data is updated by RO(s)of the MoRTftH/NHAI/NHIDCLfalling under para 7 of this circular on the selected route, the permissionwill not be granted for such route and the applicant will be informed accordingly by system generated e-mail through the ODCportal. Suchobjections may also be viewed by the applicant transporter on the ODCportal through hisuser-id. 13. ODCs/OWCsfee rate per 50kmor part thereof of total trip journey on National Highways (in Rs.)for categories of HTtype while carrying ODCs/OWCswith GCWincluding Puller weight falling under the permissible limits: Typeof loaded HTcombination Rateper 50km or part thereof of total trip journey on carrying ODc/OWC National Highways(in Rs.) HT-1to HT-3 1200 HT-4to HT-6 2400 HT-7to HT-9 3600 HT-10to HT-13 4800 Page7of 3014. All ROsof MoRTftH/NHAI/NHIDCL are authorised to verify all details/documents submitted by the applicant at any time during movement of ODCs/OWCs and will invariably submit an online report thereto in such case on the ODCportal itself against the subject permission. The permission is granted after examining the position of bridges on National Highways by concerned Regional Officers. Fairness of permission may be verified online on the Ministry's website or ODe portal. Accordingly, no additional document shall be sought by the authority for indemnification from the representatives of consignee, consigner or transporter during movement of ODc/OWC vehicles .. In case of any violation/deficiency, ROsof the MoRTftH/NHAI/NHIDCL will act as under: 14.1 In case, axle weight for any axle row is noticed higher than 18.0 ton or gross vehicle weight (GVW) is detected more,than Registered Laden Weight (RLW) capacity of the Modular Hydraulic Trailer combination or in case, the physical overall dimensions of the loaded MHT combination is noticed much higher than the declared dimensions appearing in the permission letter, the onward movement of vehicle will be put on hold for a period of 7 days and a fine equivalent to twenty times of the prescribed fee will be imposed and recovered from the applicant. The ODC/OWC consignment will be allowed to move onwards but transporter will make detour of all bridges and structures irrespective of their condition/status. The transporter will be barred on ODCportal for a minimum period of one year from such date of detection of violation. 15. The applicant shall ensure that the journey commences within 7 days from the date permission is granted. Otherwise the applicant is required to notify its revised extended journey commencement date on the ODC portal prior to expiry of 7 days. This notification will be intimated to Concerned RO(s)of MoRTftH/NHAIINHIDCL through the portal automatically. RO will review and update the list of type of bridges mentioned in the para-7 above on the ODc/OWC portal within 7 days period from the date of aforesaid notification. In case, there is no change in the status of bridges on the selected route during the extended period with reference to para 7 of this circular, instantaneous extension confirmation will be generated through the portal on the submission of physical journey commencement date by the transporter under intimation to the concerned RO(s}of MoRTftH/NHAI/NHIDCL through system generated email and uploaded on Ministry's website. In case there is a change in the status of bridges on the selected route with reference to para 7 of this circular during the extended period applied, the permission will stand cancelled and applicant will be informed accordingly by system generated e-mail through the ODCportal. Applicant transporter may apply for refund of ODCfee deposited in such case of cancellation of permission during the extended period. In such case, applicant transporter has to opt and apply for alternative feasible route. The applicant transporter has to declare closure of trip once the trip is completed. 16. NICwill make changes in OWc/ODC portal of the Ministry asper guidelines issued in this circular within two weeks time from the date of issue of this circular. To ensure that there is no movement of OWCconsignment on bridges in violation of para 7 of this circular, RO(s) of the MoRT&.:H/NHAI/NHIDCL shall review &.: update the iist of aforesaid bridges under para 7of this circular and overhead structures asper para 8of this circular on ODCportal of the Ministry on monthly basis. Accordingly, a system generated reminder e-mail and message will besent to ROson the last day of the month to update the list ft details of the aforesaid bridges/ overheadstructures identified during the month by 7th dayof the following month. Page8 ono'. 17. ROsof the MoRT&HINHAIINHIDCL will update details of Bridges as per para 7 and overheadstructures asper para 8 of this circular on OWc/ODCportal within one Month from the date of issueof this circular. In case no bridges are uploaded on the ODCsI OWCs portal within one month from the date of issueof this circular, it would be presumed that bridgesof suchtypesasmentioned in para-7aboveandoverheadstructures under para8above are Nil in the jurisdiction of the concerned ROor the samewere as earlier updated in the portal. Inthe event of anyuntoward incident on account of not identifying I not uploadingof suchbridgesonthe ODCsI OWCsportal, the onusfor suchincident would lie onthe concerned jurisdictional RO. 18. Thecontents of this circular maypleasebebrought to the notice of all the concernedin your organization for strict implementation. This circular shall be effective after one months from the date of its issuance. 19. Thisissueswith the approval of the competent authority. Encl: i. Annexure-I (Chart C-1to Chart C-13& Chart no. SV-1) ii. Annexure-II «Consignor,Consignee& Transporter registration format) iii. Annexure-III (Cargodetails) iv. Annexure-IV(Detailsof MHTand Drivers) v. Annexure-V(Onlineself declaration) vi. Annexure-VI(Conditionsof movement) Yoursfaithfully, (Jitendra Kumar) SE(S&R)Bridges ForDirector General (RD)& SpecialSecretary Page 9 of 30Copy to: 1. All the Technical Officers in the Ministry of RoadTransport &Highways 2. All the Joint Secretaries in the Ministry of RoadTransport &Highways 3. Technical circular file of S&R(P&B) Section 4. NIC-for uploading on Ministry's website under "What's new" Copy for kind information to: 1. PSto Hon'ble Minister (RT&H) 2. PSto Hon'ble MOS(RT&H) 3. Sr. PPSto Secretary (RT&H) 4. Sr. PPSto DG(RD) & SS 5. Sr. PPS/PPSto Addl. Secretary (Transport)/Addl. Secretary (H & LA) 6. Sr. PPS/ PPSto AS&FA 7. Sr. PPS/ PPSto all ADGs 8. Sr. PPS/ PPSto JS (EAP) / JS (Logistics) Page 10 of 30i 'I' II! Annexure-I CHART SHOWING ADEQUACY OFSPAN, CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR: CHARTNO.C-l HI·1 LQADING (WITH 1AMY;TRAiLERUNiDI 1St 1St 1St 1St I 1%') I 13:5 GVWINCLUDINGPUlilR t1tACTOR-97t I111 TYJOICALCROSSSEC110NSHOWWGT1tAHSYaSEWHfI!LAlUtANGlMIHT OF H'YDIIAUUCTRAIlBI UNm 1 ", 'I II l.aJgend: I _»fetOc..-rythes~tI~h ...d CWAYTYPE1:2LANESlNGlfCARRIAGEWAYOR1UNEDU,.J.CAAAIAGEW...YWlTHSlRtx::lUlALOtsCONTltl.nY CWAYTYP£2:1LANESINGLECARRIAGEWAYOR).......EDU'~CMlAlAGEW",YWlTHSlRUCnML05CONTlNlJITY CW..."TYP£J:41LANESINGlECAAfUG£WAYOR41LANEDUALC"..,V 'M1l4STRUCTURAlDtSCCWnlflJlTYOR 2LUIEDUAlCARRAGEWA'fWilHOUTSllIUCrllUoLmscOHTlMUn" CWAYTYP£41:1LANfDUALCAAR..GEW",VWllltOUTSfRUCTUAALDtsCONTI TY CWAYTTf'f5:41LANfDUALCARR..GEW"'VwmtOUTSTRUCTlIIAlOtsCONTI 'V HOTES; 1THE.&8QVECONCLUSIlNSAREFORBRIOGESHAYIIGDECKSLABWITHOUTAtf'(TRNrISV£RSEPftESTAESSW«O. 2THEoweCANSAm.V8EPE....TTEOOVER.....lTYPESOI'CUlVERTSHAYIIGSPANLENGTH..fiM. 3THf.&8QVECONCLUSIONS.ARE8MB) ONTHECOtOTKINS'ASSUlIPTlONS<;HENSEPARATElY •'lllHEREV£RREDUCEDGW,fIS~KED "RED"INlMjICHART.CORRESPONDINGREDutEO AXLELOAOCANBE CALCULATEDBYTHEFOAIIUl.A:RAL-(RGVW.l5j/" .......:RAL..Ibduced......LHdIkIt_.r, RGWf-R..tunoGtranVIIhIdIWoe6ghI(In ) STHETRANSPORTERSIiAU.TAKEPfRlRiSIJN FROIITHECOHC£"eo AEGIA.ATORYAGGICYBEFORE.TAKING THEKTLOADSO'IIEATHEBADGES 6110C1ASEOFSTRUCTlIESIUJlll;EOTOCARRYRGYW,FORINTERMEDiATESPNllENGrS, THEVALUESor GVWOFCRITICAlOfTHE'TWQ.ADJACENTSPANSHAVE'toBETAKEN. II' I' Page 110[30 II!III i,. CHARTSHOWING ADEQUACY OFSPAN,CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR CHARTNO,C-2 HT-2LOADING (WITH 6AXLETRAILERUNITS) S', ,.~ ,.~ ~ PIJL( ..E';,(.~-F:;eAc-tc..H~ ~;'''U'::W.A" TR.A'._ILE .~R UNIT ...._ ..__ .,-.--.-- - .... 6t 9.St 9.St 1St 1St 1St 1St 1St 1St ~----~3~2~O~O~--I~I--------~5~4~2~7~-------~I--------~(~S~-f~~;~~~~~O~l~--------~I GVWINCLUDINGPULLERllIACTOR: 133t o o (") +I 0,._.0_ TYPICALCROSSSECTlONSHOWINGTRANSVERSEWHEElARRANG[MENTOF HYDAAUUCTlWURUNfTS ,_,...,.: _Sate to(clrry1shp~ecifIleodad 'I _Saft>to urrymarkfrfeldut.edGVW CWAVTV,., :2LANlIINGLE CARJt.IAQl:WAY OR2L.4NIOU41.C~IW'AYwrTH I11tUCT1JIItAL DtlCONTlNUITY CWAYTVI"'!:2:3l..AJ1f1S:INGLECAJUUAQEWA'"OR!LAHIDUALC~.YWITH S11tUCTURAl..DllCOHTlNUITY CWA'" TYPE3:..LANE SINGLE CARRIAQlWAYOR..LANE DUAl COWAYWITHSTRUCTURAL DISCONTINUITY OR 2UHIEOUALCARRfAOMAVWITMOUTSTftUCTUfU.1.DaeoNT'JolUITY C'W"'VTYI"t!..:3LANEDUALCARtttAOf.W"VWITHOUTS'ntUenJItA.LDlSCDNT1Nurrv C'WAYTYPE5:..LANEDUAL.CIIRRSAOEW",VWITHOUTSTRUCTUIlAL DtSc:OHTINUI'TY N01'£$: 1THEABOYECONCLUSIONSAR&:FORBRDQliSHAVIHeDECKSLABWITHOUTANYTRANSViRSEPRUTRUIINO. ZTHEoweCAHSAFELY81,1I'tIIm£D OVlftALLTYPI!SOPC\LYERTIHAVING.,AN LiEftCTHeSm. aTHEABOiIECONCL.USIONSAREBASEDONTN!CONDmONS/ASSUMn1CJHSCIVENSEI"MATEL.Y ..WHEREVERREDUC8)GVWIIMARKED"REO"INTHliCHART,CORRESfI'ONDINGREDUCEDAXLEL.OADCANali ----.=..-- .. . CAL.CIA..4TICaynu!FOJtIIIIULA:FtAL.·tROVW41>/i WhJft:1tAL.lltedWCMAx"l,Dadtiflton_);RGVW.R-...ced GrossVetlk)ew.lVhl pnton,..) .--._-'' ITHETRANSPOR1'1:RSHAllTAI(l&P:'ERIIItS$tONFRalinE COHCIiRNEDREOULATORYAGENCY_FORE TAKitC THEHTLOADS OYEIII:THEaRIDClES IINCAH 0' STRUCTURES MAItUD TOCMRVROVW,FOIII:INTIRIlEDlAT!'!"ANU!NGTHS,THEVAL.UESOF GYWOFCRITICALO.FTHETWOADJACENTS!"ANSHAVETOBI!TAKEN. Page 120[30CHARTSHOWING ADEQUACY OFSPAN,CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR CHARTNO_C-3 HT-3LOADING (WITH 8AXLETRAILERUNITS) puu.Er~_rRAc,or~ ~ I - ~'!f"Sf¥tsr- ~ ifEf' TRAILERUNIT (OW BAR INCLUDINGPULLERTRACTOR:169t 244 E~l 900 TYPICALCROSSSEC110NSHOWINGTRANSVERSI:WHEELARRANGEMENTOF HYDRAULICTlWLERUNITS L.....d: _Safe tocanvth.!-specblfalded _Safetocarrvmarkl!-dr'<!dU(OOfiVW CWAYTYPe1:2l..AN1:SINOLECARR1l.GEWAVOR2:LANEDUAlCARltUlGEWAY'fWTH$TRUCT1.IRALD.lSCONnNlITY CWA'"T"t1"I!:2:3L..J.NeSlNOUCAItIUolOEWAVOftSlANEDUALeMItIMFWAY WITHS~AL DtSC:ONnHllTY tWAVTYN.3:-4LAHISlNOLIe-...:lIIG.... vOR-4LAN.DUALC."WIlYWITHSl1tUCTUlItALDISCONT'HJfTY~ 2LANEDUALCAMIAOEWAYwmtOUTSlJtUC1'UftALDlSCONTINUlTY C'WAYTYN-4:llAHl DUALCAM&A,OEWAYwnMOUT",.UCT\ItALDllCOKTNJITY CWAYTYN I:..LANlOUALC:..JUUAGEWAYWfTHOUTJTRUCTI.M,ALDlSCOKTNJITY NOTES' 1THEA.BOYECONCLUSIONSAREFORBlmOESHA~ DeCKsuaWfTHOUTAt('(TR.AHSVERSE~ES'mESSING. 2THEoweCANSAF£1.YBEPEJlMfn'EDOYERAU.TYf'UOF-CLl..YERTSHAYlNClSPANLENQTH<l1'li. aTHEABOYaCONCUJStONSNtI aAlEDONneCONDITIONIIAISUW'T!ONSGIVEN....ARAnLY "WHEREV&RREDUCEDOWlISMARKED"lED"INMCHART.CORR&sPCNDINGRElJUClDAXL5LOADCAN" I. 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Page 13of30CHART SHOWING ADEQUACY OFS_PAN, CARRIAGEWAY IWIDTHS &STRUCTURE TYPE FOR CHARTNO.C-4 HT-4l0ADING (WITH 10AXLETRAILER UNITS) _ "._..P..U--t-l.£._,R ,"T '.R -.A.-C._T..f.).f~........ ;:--~,~,~¥,!f~'if!' 61 9.51951 18118118118118118118t181181181 1~1.!E!'11 __ -'54""',·27'-__ 1 I.'x'~ I GVWINQUDINGPUlLERTRACTOR=205t TYPICALCROSS5!CI10NSHOWINGTRANSVERSEWHEnAARANGfMENTOF HYDRAUUCTAAIl!RUNITS ~end: _Safo! toc.arTlft~speodfltdload _Saf~to Cilrrymari:P.d'educ~GV\.Y C'WAYTYPE1::zLANiSINGlECARNAQEWAY011[2LAN.DUALCA"~a.wAY WITHSTRUCTVMALIXSCONllMJITY c:wAYTYPE2:3I.AJrEstHOLECAJtlllAGiEWAY~ lLAN.DUALCIdUtM.~y wrrHsntucT1JRALOt$CONl1t&1lTY C'WAYTYPE3:"I.AJrEsncLECAJalAGEWAY OR" LANIDUALC'WAY'MTHSTRUCTUI'tALDIICONTIfUIlY OR 2LAf'IEou....CARAIIAGEWAYwmtollfSTRUCTURALDlSCCJNTIt,IIJTY C'WAYTYPE,,:3I.AJrEDU.Al.CAMIACEWAYMTHOUTsntUC~ IHCON'nNUrrY TYn.':" C'WAY LAM!DUALCAML\GEWAY wrntOUTSTItUC"""'AL lHCotmNUrT'Y NOTES: 1:T:HE:.I:OV:E:C:O:MaY.USIO=MSAR:E:FO:R=INDCOEtiHA:VlINHGDECK:s =uaw~mtO=UT/l:MYo~ftSaE ::=I'ftES~1'1II:E~SSltc. 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Page 14of30~, I CHARTSHOWINGADEQUACYOFSPAN,CARRIAGEWAYWIDTHS&STRUCTURETYPEFOR CHARTNO.CoS HT-5l0ADING (WITH12AXLETRAILERUNITS) ~. ..,PULLe~..:.r~~TO~ ,.,,'_ _u '~~~~~"- _ ~ ~I (~- ~ - :!t'!t'~~!ft~~!f!f!' 6t 9.St9.51 18t18t18118t18118t18118t18t18t18t18t 1~1~ 5~4~2~7 II '1~11~1~~~~~koo,,) 1 PUlLERTRACTOR- 241t 375 900 I TYPtCALCROSSSfCTION SttDWI,NG TRANSVI!RSE WHEELAJUtANGEMENT OF HYDRAULICTRAJLERUNITS lAgend: _SafeIO(arrytnespeC!fl~IO<ld CWAYTYPE1:2LANESlNQU:CARRtAQEWAVOR:zLANEDUAL.CARRIAGEWAYWITHsntUCTUfW.DI$CONTlfrIJfTY r::wAYTYP&.2::5LANEstNQL£eAIIRIAGEWAVORSLAHEDUJ.L.CAR~Y WITHSTIItUCTlJRAl.DISCONTlI'UTY C"WAYTYPE:5:~LANESlHOLECARRIAaEWAYOR..LANEDUALC'WAYWlMSTltUCTI.RALDlSCONTNurrv OR :2lAtEDUAl.c.MfIAOEWA Y'Ml'HourSTRIJCllIRALDISCONTINUTY C"WAVTYPE..::5LANEDUAl.CJdI:"ACEWAYwtTHOUTSTRUClURALDlSCONTlNUITY TYn':" C'WAY L...tt.t.-DUAl.CAlUUa.wAV wmtOUTSTMICTUUL.DlSCotmNUITY HOrn: 1ntE.t.8OYECONClUSIONSAREFOR~ HAVItQDECKIL.. wrrHOt1TAHYTRANIVERSEP'RESTR£$SI.... :2mEortICCANSAFELYBEI"ERMTTEDOVER.ALlYLPESOf'CUlYSn'l HAVWOSPAfILVIaTHcaot\. :5THEA8OV&CONCLUStoNSAREMSEDON'TltE~S IASSUIlW"T1ONGSfVENS&rAftATB.Y •~ REDUCEDQ~ IIMARKED'WEo-INllE CHART.COlUtESI"ONDerfOREDUCEDAXLELO'" CANBE CALCULATIDBYTHE'OfUaoILA:ftAL·{N;.YW-HI'12 wr.r.:1tAL.lIt_dueM'" Load(inlon_I:fltIJVW.AMIoOdGroaVlhl;. WWgN(intoMes) 5THETRANIPO,na,HALI.. TN<EPEMnSIONFfIIOM ntEeoNCEIItNEDItIOIA.ATCltY AGBIIC'(llEPOItlTAKJttG THEHTLC»J)I~ T'HEIltlDGES •INCASECi1STftUCTU.. 'MMKIDTOCNtRYflIIJVW.roRINTEMIEDtATllPAH LaNGTHI.THEVAL~ OF GVWOFCRmcALOFTMETWOADJACENTSPAN~HAVETOBETAKEk Page150[30 ,1CHARTNO.(.(j (HARTSHOWlNG ADEQUACYOFSPAN,CARRIAGEWAYWIDTHS&STRUCTURETYPEFOR HI.6LOADING'WITH14AXLETRAILERUMTS) INClUDINGPULLERTRAcTOR-mt 244 375 TYPICALCIIDSSs;E<;I1ONSHO'lNtNG TRAN5VERSf WHUl ARRANGEMENr 01= HVDflAUlJC.TKAlLfRUMl5 ...... ' _~fetOalrryttltSpeCil'iedload _safe tocHTVrnarbdtl!!h.rctl1GVW I C'WAYT'YPE1:2lAtE SHOLECARRIMlEWAYOR2,LNIIEDUAlCARRWlEWAYWTH STRUCJ'URALOtSCONT1NUTY C'WAYTYPE2:3lAtE SHOLECAltRlNJEWAYOR 3LNtIEDUAl..C.AAJMOE!WA.Ywmf5fRtJCTURAI..0ISCONT1NUTY C'WAYTVPE3:'l.N£SlfGlECARR1N)EWAyIOfI 'l.N1IEDUAL.C'WAYWITHSTRUClURAlDISCamllllTYCIt 2LAtEDUAl.CARAlAOEWAY'MTHQUTSTR1CTURALDlSCClffBfUlTY CWfIIVATYPE': lLAtEDUALCMRUlOEWAVWintour STRUCllJRALCHCONJIIIUJTY C'WAYT'n"E5:. 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Page 18of30CHARTSHOWING ADEQUACY OFSPAN,CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR CHARTNOC-9 HT-9LOADING IWITH 20AXLETRAILERUNITS) PUl.tr:R}RACrOH 18118t18118118118t161lSI1St18t18t18t18t18t18t18t16t18t1St GVWINCLUDINGPUllERTRACTOR:JISt TYPICALCRC5S SECTIONSHOWING TRANSVERSE WHEEl ARRANGEMENT Of: tfYDAAUlICTRAl.ERUNTS '- _S ..fetOulT'fthI!SlIed';edIoMl C'WAYTYPE1:llAHE SINGlECARRIAG£WA.,ORZLANEDUALCARR~EWA.,WnH STRUCTURAl,DlSCONTIrIUlTY C'WAYTYPE2:ll4NE SINGlECARRIAGEWA'"ORJLANEDUAlCARRIAGEWA.,WITHSTRUCTURAlDISCONTINUITY C'WAYTYPE1:" LANESINGlECARRtAGEWAYOR"LANEDUALC'ltA'tWITHSTRUCTURALOSCOKTIMJITYOR 2lAHEOU.t.lCARRlAGEWAYWITHOUl'SlRUCTURAlDISCONTtlUIJY C'WAYIYPE..;1lANEDUAlCARRlAG[WAYWITIfOIIf STRUCTURAlOtscONTWUITY COW"".,TYPE5:"lANE DUALCAARtAGfWA" W1TltOUfSTRUCTURAlQlsCONTJIIUITY NOTES: 1THEAeOYECONCLUSIONSAREFORBRIDGESHAVINGOECKSlABWfTHOUTANYTRANSVERSEPRESl'RESSING. aTHEoweCANSAfElY BEPEFMmO OVERALLTYPESOFCll.YERTSHAVINGSPANLENGTHc6m, 3THEABOVECONCLUSIONSAREBASE}0+1THECONDlTlONSJASSUMPTIONSGNEHSEPARAfflY ..WHEREVERREOUCEDGVWISMARKED"REO-INTHECHART.CORRESPONDINGREDUCEDAXLELOADCANBE CAlCULATEDBY11EFORMUlA: RAL.(RGVW..l5)120 'Nt!e'e: RAL*ReduudAideLOIKIIIntllnf_)jRGVW"R~cft 1$_VehichWrighl(intOllIMS} enJE TRANSPORffR SHALLTN<EPERMISSIONFROMTHECONCERNED REGULATORYAGENCY;BEFORETAKIIG THEHTLOADSOVERTHEBRIDGES IiINCASEOfSTRUCTURESMARKEDTOCARRYRGVW.FORINTERMEDIATESPANLENGTHS.TtlEVALUESOf GVWOfCRITICALOfTHETWOADJACENTSPANSHAVEroeeIA!(EN. 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Page20of30CHARTSHOWINGADEQUACYOFSPAN,CARRIAGEWAYWIDTHS&STRUCTURETYPEFOR CHARTNO.C-ll HH1LOADINGIWiTH10+19AXLETRAILERUNITSANDTURNTABlEBOLSTER) ~~~~T_~C..!.~. lRA1LERUNIt 9OLST~nT~M Minimumcli.!o13nC5f!.)6tI'Imquired .e. Gt 9.519.SI 181Hitlet 10i18t18t18tlei 1St18t bott..,.." twotrilil_et1d 1811StlOt M;!IlIimumdlsUlnct'.wilttlrP'O!'nodr> t--£·(L+~I--''''--------l!@Nj:ll~ilo;_, +--'t::: ••"":::,,.,"'.•:•!.:::":e.d"'CO'-'of:!.t:::h.~O:!.f!:!:,,:!!,.O:!.....-+----1!Nu:il~ilo;_---- GVWINClUDINGPULLERTRACTOR: 385t o o M ',o."_f< ;::: TYPICALCROSSSECl10NSHOWlNGTRANSVERSeWHeELARRANGEMIEHTOF HV'DRAUUCTRAILERUNfTS L...... _'i.1fO!tocef1Y~$P.edfi~load _S.fltlOCOIITV rNrkt!'d~duc.dGvw ("WAYTYPEI:'lANE SlNGli CARRIAGEWAYOR2lANE~UALCARRIAGEWAYWITHSTRlKTURAL DlSCONTlnJITY ("WAYTYPE2;llANE SINGlE CARRIAGEWAYORJLANEDUAlCAARIAGEWAVWfTH STRUCTURALDISCONTINUITY ('WAYTYPE): ..LANESINGlECARRIA("oEWAYOR'lAHEDUAl CWAVWITHSTRUCTURALDISCONTINUITYOR llNlE DUAlCARRlAGEWAVWl1lt01Jf STAUCHRAL DISCONTINUrrV C'NAYTYPE..:JLANEDUAl.CARRIAGEWAYWITHOUTSTTlJCTtIlAI..DI5COflllT~UITY CWAYTYPE5:4lANEDUALCARRIAGEWAYWfTHOUTSTRUCTURALDISCONT..UITY NOTES; 1THEABOVECONCLUSIONSAREFORBIIOGESHAVINGDECI{5lA8 WlTOOIJTAt('(TRANSVERSEPRESTRESSING. 2THEoweLUISAFELYBEPERlllTTEDOYERAlL TYPES01=CIJ..VERTSHAVINGSPANLENGnt<tim. 3THEABOVECONCLUSIONSAREBASEDONTHECONDmOHSIASSUMPTIONSGMH'SEPARATELY ..WHEREVERREDUCEDGVWlSIlARKED"RED"INTHECHART,CORRE.SPON~ REDUCEDAXLELOAOCANBE CALCULATEDBYTHERlRIlULA;RAt-(RGYW.2Sj1" W'_': RAI_.RMuct!dA._'.LNdlin1on,..): RGYW-R«Iuct!dGraMV~1e W.ighllin kin_I STHE"ffiANSPORTERSHALLTME PER..-s51ON FROIITHECONCERNEDREGULATORYAGENCYBEFORETAKIfG THEHTLOADSOVERTHEBRIDGES 'IN CASEOFSTRUCTURESMARKEDTOCARRYRGVW,FORINT'ERMEOlA.l£SPANLfNGTHS.'HEVALUESOf G\IW(IfCRITICAlOJ'THETWOADJACENTSPANSHA'I£TOBETAKEN. Page 21 0[30 III I _________ ....'-._.i.... .;.:.;.... ...' II -----CHARTSHOWING ADEQUACY OFSPAN,CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR CHARTNO.C-12 HT-U LOADING(WITH 14+14 AXLETRAILERUNITSANPGIRDERARRANGEMENT) ti_- , ,. (It 951951 ~I INCLUDINGPUllERTRACTOR=529t o o M... ',_"_ 244 375 TYPICALCROSSSI!C!TIONSHOWING T1tANSVERSf WHE'I!lARRANG!MENT OF HYDRAUUC~I.E.R UNITS ~d: _S.a!lII!toa",Ylhe"peclfiedIOlid ('WAYTYPE1;2LANESfiGLECARRIAGEWAYOR"LANEDUAlCARRlMiEWAYWrTHS1llUCTlRAL otSCONTINlJITY (WAYTYPEZ:3LANES"GLf CARRIAGEWAYOR3LAfrE.Du.t. CARRtAGEWAYWfTH STRUCTlIlAL DlSCONTII'MTl II CWAYTYPE3:4lAHE-SWGlECARR1AGEWAYOR4LANEDUALC'WAYWITHSTRUCTURALDlScOtrIT'liU!TYOR "LAHf:DUAlCARRtAGEW'AYwrrHOUTSTRUCTURAlIlSCOHTINUrN ('WAYTYPEof:)lANEDUAlCARRIAGEWAYWITHOUTSTRUCTURAL[MSCONTIMJITY ('WAYTYPES:4lAHEDUAl CARRiAGEWAYWITHOUJSTRlICTURALDISCONTlHUITY NOTES: ,THEABOVECONCLUSIONSAREfORBROGESHAW«i[lECKSLABWfTHOUTANYTRANSVERSEPRESTRESSING. ZTHECJNCCANSAFElYBEpfRlIImOO'VERAlL TYPESOFCULVERTSHAVINGSPANLfNGTH0;lim. 3THEABOVECONCLUSIONSAREBASEDONTHECONDITIONSJASSlWTIONS GIVENSEPARATELY ..Wt£REVERREDUCEDGYWISMARKED-RED"" THECHun, CORRESPONDINRGEDUCEDAXLELOADCANBE CAlCUL.TEDBYHEFOR.....L.: RAL·(RGVW.2S1118 WhoM.:RAl. R.ot(;1JdAlII.l:Dtd(~11)nn"l;RGVW·RtclJetdGroKVehlo:QWeight{Inlonnu) 5THETRANSPORTERSHAlLTAKEPERMlSSlOfrFIROMTHECONCERtEDREGUlATORYAGENCYBEFORETNONG THEKfLOADSOVERmEBRIDGES 6INCASEOfSTRUCTURESIlARKf.D TOCARRYRGVW.FORINTERMEDIATESPANLENGTHS.THEVAlUESOf GVWOFCRITICALOFHE TWOAOJItCENT SPANSHAVETOBETAKEN. Page 22of30CHARTSHOWING ADEQUACY OFSPAN,CARRIAGEWAY WIDTHS &STRUCTURETYPEFOR (HARTNO.(.1] HT·13l0ADING (WITH 16+16 AXLETRAILERUNITSANDGIRDERARRANGEMENT) , + " " ""'" -,,~',:, .. 61 9.~19,:1t 1&18118t1&181let ISC181Hit1St1811&1Sl1811811& I~!~ I drrWI I GVWINCLUDINGPUlLERTRACTOR=601t TYPICALCROSSSEC'nONSHOWINGTRANSVERSEWHEELARRANG£MENTOF HYORAUUCTRAILERUNITS Legend: _.Safo!!to&anyttleweciftedload _sare to(arIYmarkedreducedGI/W CWAYTYPE1:2LANESlNGl.ECARRIAGEWAYOR2LANEDUALCAJt~OEWAY WITHSll':UCTURALDlsc::otrnrtJITY C'WAY'TYPE2:3LANESlNCU:CAlftAGEWAYOR3LANEDUAlCAIIt""'GEWAYWITHSTRUCTUMJ....DlSCOHT1NUITY C'WAYTYPE3:..LANi~NGl.£CARRIAQiWAYOR..LANEDUAlC'WAY\\fI'MSTRUCTURALDISCONTINUITYOR 2LANE:DUALCARRlAOEWAY'MTHOUTITRUCTUR.ALDtSCClmNUTY r:WAYTYPE": 3LA.tEDUALCARJIAaEWAVwrrHOUTSlRUCTURALDISCONTINUITY C'WAYTYPEI;" LANEDUAL.cAltNAOEINAY WITHOUTSTlltUC'TU1ItALDlSCONnNUIfV NaTES: ,'THEABOVECONCl.USfONSAIltE~ BRIDGESHAWtCDECKsUreWITHOUTMYTltANSVERH"'ESTltUSIHG. 2TMEoweCA.NIAFELYBEP&RMITTEOOVERA1.LTYPUOf CULVERTSHAYlfCIPAH LEHGTH<.", 3THEABOVECONCLUSfONSARElASEDONlHECOI'D'TtONSIASSUMPT10NSCPlENSEPARATELY "WHEAEVEJIIII:tEDUCED GVWIS~KEO "RBJ-'N no.CHMT.CORRESPCJNDttCRlDUCEDAXLELOADC.ANH CALCI"Ut,TEDBYnEFORMUlA:RAL·iRCYW..ztI'4 w..,.:'-:AL.".duc.tAlftL_ On r.s);RQYW.ftectUC*CICrossv.tlicllow.lghI(InIoMIIs) !THETlllIoNS'O'-:l'ERSHALLTAKE MlSSION'M:IMTHeCONCERNEDREGlLATo..VAGENCYBEFORET.&IONG THEHTLOADSOVERTHEBRIOQES ,INCASEOF5mUClURES MARKEDTOCMRV RCYW,FORINnRMEDtATESPANL£NCTH$.1MEVALUESOF GVWOFCRITICALOF.". TWOAO.UoeINTSPAHSHA......TOB.TAKEN. Page 23 of30CHART NO.C- SV-l CHART SHOWING ADEQUACY OF THOSE STRUCTURES WHICH ARE DESIGNED FOR SV LOADING OF IRC:6 FOR SAFElY ALLOWING PASSAGE OF VARIOUS LOAD COMBINATIONS OF OWNC ON MHT UNDER DIFFERENT LOADING ARRANGEMENTS CLASSIFIED AS HT-l TO HT-13 Sr.No. CATEGORYLOADING HT-l HT-2 HT-3 HT-4 HT-5 HT-6 HT-7 HT-8 HT-9 HT-l0 HT-ll HT-12 HT-13 1 Alltypes of simply supported bridgesof anyspanlength designedfor SV loadin as r IRC:6 2 All other typesof Bridgesdesignedfor SVloading asper IRC:6 3 Bridgesdesignedfor SVloading of IRC:6 but Identified as distressedorvisually Distressedor marked distressed inthe Portal. Legend: Safeto carrythe specified HTloading ParticularTypeof HTloading isnot permitted andshould becheckedfor adequacyof particular type of bridgeto carryspecifictype of HT loading Note: for details of Variouscombinations of HTLoadingandother norms, conditions andcontrols for allowing OWC/ODCReferMORTHcircular No. 27.10.2025 Page24 of 30Annexure- II (Reference Para9.1 of circular) Registration form of applicants Nameof Consignor/Consignee/Transporter Proprietorship/Partnership/ Registered Company/Central Government Department/State 2. Applicant Type Government Department 3 AddressPlot No. 4 AddressStreet Name 5 AddressArea 6 City 7 Pincode 8 Contact Person 9 Designation II 10 Contact Number II 11 e-maillD ~I' I 12 PAN 13 GSTIN,if applicable 1111 Document towards addressproof and PAN 14 card/GSTIN certificate shall be uploaded. 14(a) Applicant PAN 14(b) Applicant GSTIN,(if applicable) 14(c )Contact Person(Adhar CardlVoter id) 14(d) Applicant AddressProof III Note: Applicant addressmust be asappearing in the Firm/Company GSTIN/PAN. Page25Of30Annexure- III Reference Para 9.2 of circular II Consignment details 1. Type of consignment II I1·'1:·1 2. Origin 3. Origin Pincode 4. Destination 5. Destination Pincode 6. ConsignorName 7. ConsignorAddress 8. ConsignorCity 9. Consignoremail id 10. ConsignorGSTINor PAN 11. Consignormobile no. 12. ConsigneeName 13. ConsigneeAddress 14. ConsigneeCity 15. Consigneeemail id 16. Consigneemobile no. 17. ConsigneeGSTINor PAN 18. Consignment Dimensions(in meters) Length Width Height 19. Consignment Weight incl. packing weight, if any) in Tonnes 20. Transporter id on ODCPortal 21. Declaration on the letterhead of the consignorIconsignee stating above details,duly signed bycompetent personof the ConsignorIconsignee shall be uploaded. Page26of 30Annexure- IV [ Reference 9.3 of circular] Application Reference Number HT type System to retrieve details from Ministry's VAHAN database based Puller Tractor Registration No. on registration number Registered Owner Name Expiry date of Permit Expiry date of Fitness Tax Paid upto Expiry of insurance System to retrieve details from Modular Hydraulic Trailer Registration Number Ministry's VAHAN database based (separately for each module) on registration number Registered Owner Name Expiry date of Permit Expiry date of Fitness Tax Paid upto Unladen Weight Registered laden weight Registered Pay load capacity Number of axle rows Transporter can update multiple number of MHT modules based on dimensions and weight of consignment subject to maximum axle rows as per HT type selected above. Attachment details, if any Attachment weight Overall Dimensions of MHT combination with Puller Tractor and consignment (meter) L: W: H: System to retrieve details from Driver License Number Ministry's SARATHIdatabase based on DL number Driver Name Father's Name Driver address Expiry date of DL Page 27 of 30Yes/No Systemto verify & display & permit oalv Driver Authorised to drive heavy transport vehicle holding valid DLfor Transport Vehicle If more than one Driver is to be deployed, details of each Driver hasto be submitted GrossUnladen weight of MHTcombination system to compute & display excluding Puller Tractor Consignment weight assubmitted by consignor/consignee GrossLadenweight of MHTcombination with attachment(if any) and consignment excluding system to compute & display Puller Tractor weight I Puller Tractor Number of axle rows 3 Puller Tractor weight with ballast upto 25tonnes Wheel base(distance between any two axle rows 1.5 m of MHT) ProposedRoute system to retrieve from Origin consignor/consignee submission Destination system to retrieve from consignor/consignee submission minimum one intermediatory Intermediatory Station station required for every 100 kms. of ovefall journey Total Journey Distance (kilometer) Portal will permit changeof Puller Tractor nu.mberand/or MHTnumber for identical HTtype prior to payment of ODCfee. 'I Portal will permit replacement of eligible driver I it Page28of 30Annexure V ONLINE SELF DECLARATION (Reference para 9.2 and 9.4 of circular) (a) At the time of start of uploading of request by the consignor/consignee I/We hereby declare that details anddocuments uploaded by me/us in Ministry's ODeportal for seeking permission to movesingle indivisible consignment under subject application are true to my/our knowledge and nothing hasbeenconcealed. (b) At the time of updating the vehicle and driver details by the nominated transporter I/We hereby declare that the validity period of fitness/permit/insurance of Puller Tractor, Modular Hydraulic Trailer and license of the Driver shall be ensured till the time consignment reach its destination. I/we hereby agree to abide andfollow all terms andconditions, imposed by the Ministry in this regard. Il_we.asa transporter hereby declare that all the MHTdeployed are technically fit and distribute the load evenly on all axle rowsof the combination. (c) Post completion of the trip by the transporter Within 15daysfrom the date of reporting at the destination. I/we hereby declare that I/we havecompleted the journey on dated ............... without any damage to public BridgeStructure/Road. Page29 of 30Annexure-VI Reference Para 9.5 of circular Conditions of Movement of OWClODC _ 1. The system will check for any additional bridge structure which may have been.uploaded i.nthe portal during the period of online processing of the application and payment of prescnbed fee. pnor to the physical movement. In case any new unfeasible bridge structure has been uploaded dunng such period, the transporter shall take a detour to avoid the said bridge structure. 2. The ODCs/OWCsvehicle should display all danger flags and lights and should be accompanied by - a pilot vehicle displaying prominently that an ODc/OWC consignment is passing. All necessary warning signals shall be provided on the Puller Tractor & MHT such as painting the entire width by yellow and black zebra strips on the front and rear sides, duly marked with retro reflective stickers and installing red lamps to indicate the extreme position of the vehicles clearly for night time driving /parking. Similarly, red flags on both sides should be installed for facilitating demarcation of extreme position of the vehicle during day time. Banner displaying "ODCMOVEMENTmay be put at rear most end of the MHT. 3. Coupling of the modular hydraulic trailers along the width of the road (side by side) shall not be permitted. Coupling of the trailers along the length of the road shall be allowed for transportation of single consignment subject to the condition that per axle row weight for any axle row should not be more than 18.0 ton (180.0 kN). 4. The system shall trigger a copy of the online permission so granted by the system to all concerned field officials of MoRT&H/NHAI/NHIDCL at the time of grant of permission. E-mail id of all concerned RO(s)of MoRTH/NHAI/NHIDCL will appear on the system generated permission. 5. The ODCs/OWCs should be allowed to cross a bridge/structure under supervision and escort of re~ponsible personnel of the transporter only and at that time no other vehicle be allowed to ply on the bndge. The bndge structure shall be visually inspected by responsible personnel of the transporter bef?re an~ after the movement over the bridge structure and any distress/abnormality, if noticed shall be immediately reported to the concerned field officials of MoRT&H/NHAI/NHIDCL over email. 6. The driver of the Puller Tractor while moving shall carry copy of the permission letter along with uploaded documents/information. 7. .The maximu~ speed limit of the ODc/OWC vehicle should be equal to or less than 5 km/hour while passing over a bndge/structure and no brakeshall be applied while movingon the bridge/structure. 8. ~uring mo:ement~ the centerline of ODc/OWCmust beascloseaspossibleto the centerline of the carnage,:ay WIthrnaximurn eccentricity of 300mm measuredfrom centerline of particular carriageway of the bndge/structure. i 9 The.consignmentshall beplaced in suchawayover the MHTsoasto result into uniform distribution o consignment loadover all MHTaxlesrowsof the combination. . ~~./~~cs/owcs shall not be moved (a) during earthquakes, and (b) when the wind speedexceeds40 11. Movementof ODCs/OWCsvehiclesover bridgesshouldb Specialcare shall betaken during monsoonseason. e ensuredwhenwater current is minimum. Page30 of 30