ML20057D999
| ML20057D999 | |
| Person / Time | |
|---|---|
| Site: | 07109256 |
| Issue date: | 10/05/1993 |
| From: | Hanna H TRANSPORTATION, DEPT. OF, FEDERAL HIGHWAY ADMINISTRAT |
| To: | Chappell C NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| References | |
| NUDOCS 9310070061 | |
| Download: ML20057D999 (19) | |
Text
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@ 002/020 91-926G, heeivCd 5 o c7 73 U.S Degxytment 400 seventn si., s w.
of 1rorr,poriction Wasnington, D C. 20590 Fedorol Highway Administration Refer to: HHS-13 Mr. Cass R.
Chappell Office of Nuclear Materials safety and Safeguards U.S Nuclear Regulatory Commission Document Control Desk Washington, D.C.
20555
Dear Mr. Chappell:
We have completed our review of the information provided by your office concerning the transportation of four irradiated steam generators from Yankee Power plant to the Hoosac Tunnel in Massachusetts.
We requested that our Massachusetts Division Office review the plans for temporary bridging of the existing structure and the highway route to be taken for structural stability.
Additionally, we asked our Massachusetts Division Office to bring this planned movement to the attention of the State and to solicit any comments that they felt appropriate to provide the safe movement of these generators.
They have responded and their comments are enclosed.
While most of the comments require only a clarification of the analytical procedures used, several comments suggest activities that could contribute to the safe movement of these unique loads.
We recommend a meeting at our Massachusetts Division Office in Boston with the Federal Highway Administration (FHWA) and State representative and the appropriate individuals responsible for the development of the movement plan to resolve any remaining concerns.
The FHWA appreciates the opportunity to participato and assist in this project.
The broader involvement should help minimize the risk of roadway incidents during these movements of hazardous materials.
Sincerely yours, W.
Howard C.
Hanna Chief, Safety Technology and Information Management Division Enclosure
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O Memorandum U5 Department of Tronsportaron Federal Highway j
Administration Yankee Atomic Energy Plant September 30,1993 Donald E. Hammer Division Administrator neos 'o HBR-MA Cambridge, Massachusetts
^""o' R. Clarke Bennett HHS 32 to Director Office of Highway Safety We have reviewed the material sent to us regarding the evaluation of the adequacy of the road and private bridge which will be traversed by the hydraulic transporter during the transport of the steam generators from the Yankee Nuclear Power Station to the rail line.
Our review centered around the methodology used in the evaluation by the Yankee Atomic Electrie Company.
We offer the following comments for consideration:
1.
In calculating the weight of the steam generator package components concrete weighing 30 lbsicu. ft. was used.
Is this a light weight concrete?
1 2.
Calculations prepared in accordance with YAEC Engineering Manual-Instmetion WE-103.
Are the instructions compatible with AASHTO?
3.
Hydraulic trailer will assume equahzed wheelloadings during the trip. This is a critical criteria.
4.
Existmg condition of structures along route is good.
5.
It seems that calculations are ba.W on a 30% impact on the H tmck but zero impact on the transpo1ter. It is understandable why zero will be used with the transporter but not the 30%
with the H truck.
6.
On page 35 a statement is made that " trucks equivalent to the HS20 have traversed the culverts, and there is no notable distress in the roadway onCMPS." A ftS 20 is not a real truck but a design truck. The States' I.egal load is less than the HS20 load. We recommend that the actual maximum truck load be verified ifit is to be used to judge the safety of the transporter loading.
7 On page 37 item 3-same as comment 6.
-more-P 6
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@ 004f 020
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t 2-8.
On page 37 items 5 and 6-same as comment 6.
9.
No information was included regarding the temporary bridge installation.
10.
No axle loads or axle spacing or axle spacing are given for the chem-Nuclear Systems' "over the road" trailers.
I 1.
Weld sizes are not shown. The use of stitch welding is questioned.
12.
How were the wheel distribution factors determmed?
13.
The line of action of the wheel loads is at the edge of the backwall. To prevent any drainage i
the blocking should be such as to distribute the imposed load adequately.
14 Pg.13 of calculations-The maximum bending moment produced by moving concentrated loads occurs under one of the loads when that load is as far from one support as the center of gravity of all the moving loads on the beam is from the other support.
AISC abowable stresses are not applicable.
15.
16.
Will tiie deflection noted cause enough rotation at the beanngs to result in a concentrated load that is eccentric.
17.
What is the basis for assuming that the 5 bridge sections act compositely.
18.
What effect will the bending in the transverse direction have on the bridge. Should the temporary bridge be treated as a flat plate.
19.
Page 24-The first paragraph needs more explanation were sections fully welded. Was welding checked. Did welding conform to AWS.
I We have r. iso sought comments from the Massachusetts Highway Department Comments, dated Septembe: 30, of their Bridge Engineer are attached.
o Yrkr%t $/$6feAg Ibram Pearlman, P.E.
3 Division Bridge Engineer
-se Attachment i
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@ 003/020 J_ MASS f William F Weld Argeo PaulCe!!ucci James J. Kerasiotes Lauands i Bedingfiera Gwnct
. et;terunt Go.ernor Secretary Cotmussicner September 30, 1993 Mr. Donald E. Hammer Division Administrator Federal Highway Administration 55 Broadway, loth Floor Cambridge, Massachusetts 01242 RE:
YANKEE ATOMIC - RADIOACTIVE MATERIAL TRANSPORTATION Attention: Edwin P. Holahan
Dear Sirs:
At your request the Massachusetts Highway Department has completed its initial review for the transportation of four retired generators, containing radioactive material, by Yankee Atomic from their p1snt in Rowe to the rail line at the Hoosac Tunnel.
We offer the following for your consideration.
1.
We feel strongly that a " dry test run" be conducted using an equivalent non-hazardous mass.
The potential for disaster speaks for itself.
2.
The structural calculations have assumed that a comparison between the AASHTO H2O truck and the transport vehicle is satisfactory. However this method is only acceptable when the AASHTO truck has been documented as the actual design vehicle for the structure under consideration.
For this move, the actual loads which routinely travel the route must be considered.
The transport vehicle can be checked against these loads, but in no case shall it be greater than the State legal limits.
We have attached a copy of 720 CMR and wish to draw your attention to Article 7.04 (2) which define the legal axle loads.
3.
For your information due to the limits of our jurisdiction we do not normally review and approve moves over a private bridge, however we do have comments for your consideration on the power plant's bridge.
We are not comfortable with method of load distribution on the temporary bridge.
A more formal and detailed analysis of actually how the loads are distributed is required.
Additionally much more information is required on the actual details used to construct the bridge.
We are concerned with the welding details and their quality.
(continued) 1893
- Massachusetts HighwayDepartment - Celebrating 100 Years
- 1993 Ten Park Plazs, Boston, MA 02116-3973 * (617) 973-7500
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4 FHWA YANKEE ATOMIC ELECTRIC CO.
SEPTEMBER 30, 1993
,PAGE 2 OF 2 An evaluation of the stability of the slope in the vicinity of 3.
Station 96+00 of River Road in Monroe should be made.
The slope at this location is very steep (in excess of 1:1 in some locations) and is partially supported by a cribwall type of structure consisting of rotted timbers.
All computations (including computer input files and printouts) for the slope stability analyses should be submitted such that these calcul3tions can be reviewed.
5.
For your information the Department is planning a ma-j or reconstruction of River Road which is scheduled to advertise for bids in the fall of 1994.
Please feel free to contact us with any question you may have.
Sincerely, q
Nj!( f ',
/
. Jose h P.
- Gill, P.E.
Bridge Engineer i
JPG/jg Michael Swanson - Chief Engineer cc:
Hiram Pearlman - FHWA Nabil Hourani - Geotechnical Engineer attachment l
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.j 720 CMR: DEPARTMENT OF PL*BLIC WORKS
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720 CMR 7.00:
PERMIT POLICY AND PROCEDt'RE ON OV CRWEICHT VEHICLES CARRYING REDt'CIBLE LO ADS Sec tion 7.01: Purpose 7 02: Geheral Provisions 7.03: Defim tions 7.04: When a Permit is Required 7.06: App'.ication for a Permit 7 06: Appeal or Disapproval of Permit Apphcations 7.07: Conditions and Limitations 7 08: Admmistrative Hearing 7.09: Revocatu.; uf a Pernul 7.10: Waiver 7.11.
Amendment 7.12; Effective Date i
7.13.
Severability 7.14: Attachment A: List of Massachusetts State Highways 7.15.
Attachment B: Application for Permit to Mose Reducible Loads in Excess of Legal Limus and CVWR l
7 16: Attachment C: Standard Pennit Parameters -- Reducible Loads 7.17- : SupplementalInformation Form 7.01: Purpose The purpose of these Rules and Regulations is to state the policy and procedure of the Department of Public Works in relation to the application for and issuance of Permits for ovenveight vehicles carrying reducible loads.
This policy is to be referred to as a guide and where conflict between this policy and the issued perrnie exists ths conditions and restrictions in the issued 3
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permit will preval, unless othenvise provided herein.
The legal weights of vehicles authonzed to operate on the ways of the Commonwealth without a special permit are defined by Statute under the Massachusetts General Laws. Chapter 90. Section 19A and Chapter 85. Sections 30 and 30A, Where these statutory weights are exceeded the Commissioner of Public Works may issue permits for travel on State Highways and wap determined by the Department to be through ruutes.
Provisions will be made to issue such permits for the purpose of perTnitting the necessary transportation of reducible loads which exceed the statutorily allowable weights.
It is the Department's intention to provide permits to those vehicles and loads to which sound engineering warrants issuance af ter careful study and review.
7.02: General Provisions (1) Authority. These Rules and Regulations are promulgated under the authonty granted to the Commissioner of the Department of Public Works by M.G.L. c. 85 s. 30 and 30A and M.G.L c. 90, s.19A of Chapter 90.
(2) Applicability. These Rules and Regulations shall apply to all owners operators, bailees and lessees of motor vehicles tractors, trailers, semi-trailets and semi-trailer units who operate or seek to operate said vehicle (s) while carrying reducible loads upon any state highway or way deterTnined by the Department of Public Works to be a through ruute.
7.03: Definitions Department. The Massachusetts Department of Public Works.
Cmss Vehicle Weight Rating. The gross vehicle weight rating established by a manufacturer, or where the rnanufacturer is unwilling or unable to so establish rne rating, by the Registrar of Motor Vehicles, when applied to a motor vehicle.
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trailer, semi-trailer or semi-trailer unit including the gross combination weight ratmg if any, when applied to a semi-trailer unit or to a tractor-trailer combination.
12/31/as 720 CMR-99
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720 CMR; DEpARTNtENT OF PUBLIC WORKS 7OL contmued Irreducible Load. Any oblect or load including the transportmg sehicle whose gross weight or dimensions when loaded has been reduced to 2, practical mmimum as determmed by the Mamtenance Engineer, i
Motor Vehicle. All sehicles constructed and designed for propulsion by pow er other than muscular power including such schicles when pulled or towed by another motor schicle, except railroad and railway cars. vehicles operated by the system known as trolley motor or trackless tro!!ey under chapter one hundred and sixty-three or section ten of chapter fise hundred and forty four of the acts i
of mneteen hundred and forty-sesen. sehicles running only upon rails or tracks.
vehicles used for other purposes than the t ransporta tion of property and mcapable of bemg drisen at a speed exceeding twelve miles per hour and which are used exclusisely for the bu Iding. repair and mamtenance of highuan or designed especially for use elsewhere than on the travelled part of wap.
wheelchairs owned and operated by insalids and schicles which are operated or gwded by a person on foot. In doubtful cases. the Registrar may determme whether or not any particular schicle is a motor vehicle as herein defined.
Reducible f.oad. Any load or object mcludmg the vehicle whose gross weight or dimensions can be practically reduced to a lesser gross weight or dtmension as deterrnined by the Mamtenance Engmeer.
Semi-Trailer. A trailer so designed and used in combination with a tractor that some part of the weight of such trailer and that of its load rests upon. and is carried by, the tractor.
Semi-Trailer Unit. A motor unit composed of a tractor and a semi-trailer.
State Highway. For the purposes of these Rules and Regulatiorts a State Highway is a way owned or controlled by the Massachusetts Department of Public Works.
s-t Tractor. A motor vehicle with or without a carrying capacity of its own but which is primarily designed and used for drawing another vehicle or for industrial or agricultural purposes.
Trailer. Any vehicle or object on whee ls and having no motise power of its own.
but which is drawn by, or used in combination with, a motor vetucle. It shall not include a pole dolly or pole dickey, so called, nor a pair of wheels commonly used as an implement for other purposes than transportation, not a portable or collapsible dolly carried m a tow truck for the purposes of transporting registered disabled vehicles to a place of safety or a place equipped for the repair of such disabled vehicles, but not including the transportation of sehicles which are not disabled, not farm machinery or implements when used in connection with the operation of a farrn or estate. nor any vehicle when towed behmd a farm tractor and used m connection with the operation of a farm or estate.
7Ot When a Permit is Required A permit is required to carry any load which together with the vehicle is in excess of the weight allowed by M.C1 c. 90, s.19A and M.C1 c. 85, ss. 30 and 30A. In general a permit is reqwred in the followmg instances:
1 (1) A permit is required to travel on state highways or ways determined by the Department to be a through route for any motor vehicle having two axles which vehicle together with its load weighs more than 46.000 pounds. or for any motor vehicle, trailer. semi-trailer. or semi-trailer unit havmg three or more axles which together with its load weighs more than 80.000 pounds.
(21 In addition. notwithstanding any thing pluvided in 720 CMR 7.04(t) and 7.04(2), a perrnit is required for any motor vehic!c. trailer, semi-tra21er or
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semi-trailer unit which has a weight on any axle. measured on the ground. of more than 22,400 pounds. or if the axles are spaced less than six feet apart. more s'
than t8,000 pounds.
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12/31/86 720 CMR-100
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700 CMR; DEP ARTAtENT OF PUBLIC WORKS 7.04: continued (3) In addition. notwithstanding any thing presided in 700 CMR 1
7.04(t1 and 7.04(21. a permit is required for any motor *.ehicle. trader, semi-trailer and semi-trader unit uhere the overall gross weight on a group of two or more consecutive axles exceeds the gmss weight (W) produced by computmg the formula:
500 (td + 12N h36) 3 N-1 (W - overall gross weight on any group of two or more consecutive axles to the L
nearest 500 pounds. L - distance in feet between the extreme of any group of two or more consecutive axles. and N - number of axles in group under consideration. escept that two consecutise sets of tandem axles may carry a gross load of J4.000 pounds each providmg the overall distance between the first and last axles of such consecutive sets of tandem axles is thirty-six feet or rnorel (4) Notwithstanding 720 CMR 7 04(1). 7.04I2) and 7.04(3). the following vehicles may trasel on a way while engagmg m hauhng construction materials. hquid petroleum products or bulk feed without a permit provided that the gross vehicle weight at which they operate does not exceed the gmss vehicle weight ratmg estabbshed by the ongmal manufacturer of the chassis and does not exceed the weight for which the vehicle a duly registered in the Commonwealth of Massachusettp la) a construction type motor vehicle with two axles which with its load does not exceed 46.000 pounds:
(b) a motor vehicle carrving bulk feed which with its load does not exceed 60.000 pounds:
(c) a construction type semi-trailer or motor vehicle having three axles cartvinn construction material _s which with its load does not pounds:and exceed 60.000 (d) a semi-trailer unit or motor vehicle having three axles carrsmg liqu d octroleum products which with its load does not exceed 60.000 pounds.
7.05-Application for a Pennit Reducible overwesght load perTnit applications shall be submitted in person or by mal on the forms provided by the Department. Fonns submitted in person shall be accepted between the hours of 8:45 AM and 5:00 PM Monday through Fnday. Forms can be obtained imm and must be submitted to the Departrnent Maintenance Engineer.100 Nashua Street. Room 514, Boston. Massachusetts.
The time period for processmg an application for a permit shall not begin to run until a proper application properly cornpleted is received by the Maintenance Engineer.
7 06-Approval or Disapproval of permit Applications t
(1) Reducible load. Reducible load permits may be granted to allow the operation of a motor vehicle together with its load for gross weights up to 73.000
!i pounds for vehicles having three axles. 87.000 pounds for vehicles having four axles, and 99.000 pounds for vehicles having five or more axles, Triaxle vehicles will be considered as a special type of vehicle and will be given permits for 73.000 pounds if they meet the minimum distance from frunt axle centerline to rear axle centerline as provided in Attachment C (Standard Permit Parameters 720 CMR 7.16). The Departrnent will grant permits to these vehicles for an additional one-thousand pounds. up to a maximurn of 77.000 pounds for a tria;de vehicle measuring 19'6" or greater in accordance with the following schedule:
15'4-to 16*S". 73.000 pounds: 16 ' 6" to 17
- 5".14.000 i
pounds: 17 '6" to 18 ' 5". 75.000 pounds: 18'6" to 19T. 76.000 pounds: 19'6" and up. 77.000 pounds.. When the vehicle is carrying a permit load the movable axle
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must be fully engaged.
Permits will only authorize travel on specifically designated state highways or l
ways determmed by the Department of Public Works to be through routes which j
have bridges. structures and pavements of a capacity sufficient to indicate that i
12/31/86 720 CMR-101 1
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720 CMR: DEPARTMENT OF PUBlJC WORKS 7.06: continued they will be able to safely support vehicles of these weights on the aforesaid number of asles. These specifically designated ways are enumerated m Attached A (720 CMR*7.H] which is incorporated m and made a part of these rules and regula tions.
These permits for travel over the designat ed wars do not under any circumstances allow travel oser bndges which are posted for a weight which is less than the gross vehicle weight together with load which is then bemg carned.
No permit will be granted for a weight m excess of the weight for which said motor vehicle. trailer, semi-trailer or seme trailer urut is registered or in excess of its gross vehicle weight rating.
Permits will be issued on an annual basis unless otherwise indicated on the pertmt. but the Departrnent specifically reserves the right to revoke any penmt or class of permits. notwithstanding any expiration date contained on the permit to the contrary, when m its judgement and discretion public safety or sound engineenng judgement warrans.
The penmt fee for such pennit shall be computed on the difference between the statutory weight allowable for that vehicle without a permit and the weight authonzed by the permit.
(2) Delegation of Authoritv. Subject to the provisions contained m 720 CMR 7.08.
the approval or disapproval of permits shall be delegated to the Maintenance Engineer of the Department of Public Works. He shall use these rules and regulations as guidelines in making determinations on permit applica tions. In addition. he shall make the final determination of whether a load is a reducible or irreducible load _
(3) Forens and Certifications. Applications for reducible load permits will only s
be accepted on the Department of Public Works permit form attached hereto as At tachment B. If the vehicle for which the permit is sought is within the parameters and tolerances provided in At tachment C -- Standarti permit f
Parameters (720 CMR 7.16) -- for loadings, axle spacings, wheel spacings and t
number of wheels the application will be accepted for processing in a routine fashion without further mdividual engineering study and review. If the vehicle for which the permit is sought is within the parameters and tolerances provided in Attachment C -- Standard Permit Parameters (720 CMR 7.151 -- for loadmgs.
axle spacmgs. wheel spacings and number of wheels, the application will be accepted for processmg in a routine fashion without further individual engineering study and review. If the vehicle for which the permit is sought is not within the parameters and tolerances provided in Attachment C. additional case-by-case engineenng study and review will be required. In such cases the applicant will be required to submit additional information on the form shown in Attachment D, the Supplemental Information Form.1720 CMR 7.17) or such additional information as the Department may request. In addition, more time may be required to analyze and evaluate the effect of these vehicles and loads on bridges, structures and pavements.
7.07: Conditions and Limitations The following conditions and limitations are of general applicability and shall apply to all permits issued by the Department for overweight vehicles carrying reducible loads. The Department may apply additional conditions and limitations as in its exercise of discretion it finds necessary.
(1) No movement shall be made under permit when there are large areas of hard-packed snow or ice on the surface of the road or during a snowstorm. Skid chains shall be used on the vehicle from November 1. to May 1. in case of an emergency and mstalled wherever necessary provided however that this section shall not be construed to prohibit vehicles delivering or spreading sand or deicing salt, or vehicles scraping snow and ice from road surfaces.
(2) Reasonable precaution shall be taken to prevent damage to the roadway surface. and where such damage does not occur as a result of failure to take such reasonable precautions or while the vehicle is in violation of a statute, the f
permit or these rules and regulations, the permittee shall be held responsible for 4'
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5 720 CMR: DEPARTMENT OF PUBLIC WORKS m
7OP contmued any damage, or iniury to persons or property or to any bridge due to or resultmg from the operation of the vehicle.
.i (3) perrnits are issued for registered vehicles only and vehicles shall be.
registered for the total gross weight of load and vehicle, except for ceriam off-highway earth mosing tge vehicles which in special cases may be granted a permit to mos e within 300 yards of the construction site without being registered. (M.C.L c. 90. s. 91 pl. Vehicles esceeding the Statutor) Limit may be restncied from State Highways where. in the opinion of the Commissioner of Pubbe Works, the safety of the 1 raveling public is compromised.
(5) According to rules and regulations adopted by the Department of Pubhc works under the provisions of M.C.L. c. 85, s. 2. no vehicle transpcrtmg any dnagerous article shall be operated within the tunnel of the John F. Fitzgerald Expressway located beneath Dewey Square m the City of Boston.
(6) Permits are issued with the understanding that the vehicle is properly regtstered and that all legal requirements including operational and safety equipment imposed by the Massachusetts Registry of Motor Vehicles.
Department of Public Utilities and the Interstate Commerce Commission and any other authorized Public Agency are complied with.
(7) So-called double or tandem trailers will not be permitted on any state highway or through route. Only one trailer or semi-trailer will be attached to a s
i tractor.
(B) No vehicle shall operate at any time with a gross weight in excess of the gross weight for which such vehicle is registered. (Except as provided in 720 CMR 7.07(3) off highway earth mosing equipment.)
(9) All operators of vehicles subject to these Rules and Regulations shall obey all bridge posting signs. No vehicle is to be operated on or over a bridge when
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that vehicle is carrymg a gross weight including vehicle and load in excess of the weight for which that bridge has been posted.
(10) The list of designated ways contained in Attachment A over which the permit authorizes travel shall be carried with the permit in the vehicle at all times, and shall be presented to appropriate law enforcement officials along with the permit when said officer requests to see the vehicle's permit. Violation of this section may result in suspension of the vehicle's permit for such period of time as the Commissioner or his designee may determine.
(11) Notwithstanding any of the foreEoing. all State and Federal laws and Rules shall be obeyed.
7.08. Administrative Hearing Any person aganeved by the denial of a permit or any other application or interpretation of these rules affecting his permit application may file a written appeal with the Commissioner of Public works within five working days of receipt of said permit demal or other application or interpretation of these rules. The Commissioner of Public Works shall designate a hearmg officer to het t the appeal and render to the Commissioner a report and recommendation as to the disposition of the appeal. The final determination and decision on the appeal shall be made by the Commissioner.
7.09: Revocation of a Permit (1) Summary Revocation. If the Registrar of Motor Vehicles revokes the perrnit sticker and reduc 2ble load permit certificate issued to the owner or lessee for a second or subsequent conviction within twelve months of a violation of M.C.L c. 90. SS.17,19. or 19A. the Department of Public Works. upon receiving-notification of such action from the Registrar, shall immediately, revoke the t2/31/86 720 CMR-103
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720 CMR. DEPARTMENT OF' PUBLIC WORKS 7.09. continued permit issued for such vehicle to such owner or lessee and no new penmt for such vehicle shall be issued for a penod to be determmed by the Department but which will be not less than 90 days. A perTnst shall also be immediately revoked after a consiction for making knowmg and willful false statements or vehicle alterations as provided by M.C.L. c 90. 5.19D. or for aM other reason provided by law.
i i
1 (2l Revocation with a Heannt. The Department may suspend or revoke. for i
cause, any permit which it has issued af ter a pnot hearmg. In the event of such a revocation the Department shall forthwith notify the Registrar of Motor Vehicles so that the Registrar can revoke the permit sticker and certificate i
issued to that vehicle. The ovmer or lessee of the vehicle shall immediate!y remove the permit sticker from his vehicle.
1 (3) Surrender upon Revocation. Upon revoca tion of any permtt or class of l
permits as provided in 720 CMR 7.09(1). 7.09121. 7.06(t) or any other proutssons of these regulations or any law. said perTmt or permits shall be immediately surrendered to the Department of Public horks.
7 10: Waiver These Rules and Regulations or any portion or portioris thereof may be waived by the Commissioner of Public Works if af ter consideration of the facts involved it is his judgement that a particular situation warrants such waiver.
7.11: Amendment These Rules and Regulations may be amended from time to time m accordance with the applicable provisions of M. C. L. c. 30A.
7.12: Ef fective Dat_e These Rules and Regulations shall take effect when filed with the Secretary cf State and shall remain m effect until repealed. amended or replaced by other Rules and Regulations 7.13: 3everabilin if any pmvision of these regulations or the application thereof is held to be invalid, such mvalidity shall not affect other provisions or the application of any part of these regulations not specifically held invalid, and to this end the provisions of these regulations and the various applications thereof are declared to be severable.
7.14: Attachment At List of Massachusetts State Highways Vehicles operating under reducible load permits may use the following state highway routes, except that they may not travel over bridges posted for loads less than the gross load then being carried. They may also travel over routes designated as thmugh routes by the Department of Public Works.
ROUTE 1 -- Rhode Island Line at Attiebom to Dedham/ Boston Town Line.
North end of Mystic Rwer Bridge Boston to the New Hampshire Line at Salisbury.
ROUTE 2 -- Cambridge / Arlington Town Lme to the New York Line at Williamstown (two miles in North Adams and one mile in Williamstown not State Highway).
ROUTE 3 -- Cape Cod Canal in Bourne to Leverett Circle Boston.
Arlington /Winchester Town Line to the New Hampshire Lme at Tyngsbomugh.
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a 12/31/as 720 CMR-104
I 10/03/93 14:22 D202 366 2249 HIIS&lITV b 13/020 720 CMR: DEPARTMENT OF PUBLIC WORKS 7.14: contmued ROUTE 5 -- Longmeadow/ Springfield Town Line to Vermont Lme at
. Bemardsson (one and one-half miles m Holyoke and one and one-half miles in Northampton and two miles in Greenfield not State Highway).
ROUTE 6
-- Rhode Island Line at Seekonk to Somerset/ Fall River Town Une. Fall River /Westport Town Une to Dartmouth/New Bedford Town Lme. One mile west of New Bedfoed/Fanhaven Town Une to Cape Cod Canal at Bourne. (one mile m Wareham State Highway). Frorn Cape Cod Canal in Boume to not Provmcetown.
ROUTE 7
-- Cormecticut Line at Sheffield to Vermont Line at Williamstown. (Two miles m Creat Barrington. one-half mile m Stockbndge. five miles in Pittsfield. one mile in halliamstown not State Highway).
ROUTE 8 -- Connecticut Line at St.n V< :f to N.nont Line at Clarkstnirg. (Three :M one-nal, rniles in Adams. two miles in North Adam not State Highway).
ROUTE 9 -- Doston/Brookline Tmen Line to Shrewsbury/ Worcester Town Line to Route 202 in Belchertown. (One and one-half miles in Spencer. four miles in West Bruokfield. one mile in Ware not State Highway). Fmm Route 116 in Amherst to Route t-91 in Northampton. One mile south of Northampton/Williamsburg Town une to two and one-half miles west of Dalton /Pittsfield Town Line.
ROUTE 10
-- Connecticut Line to the Southwick/Westfield Town Line. Fmm Mass. Tumpike in Westfield to New Hampshire une at Northfield. (One and one-half mile m Easthampton, three miles in Northampton. two miles in Greenfield not State Highway).
ROUTE 12
-- Connecticut Line at Dudley to Aubum/ Worcester Town Line.
(One mile in Dudley, one and one-half mile in Webster one mile in Oxford not State Highway). Worcester / West Boylston Town Une to New Hampshire Line at Winchendon. One-half mile in West Boylston. one-half mile in Sterling. three miles in Leominster, six miles in Fitchburg, two miles in Winchendon riot State Highway.
ROUTE 15
-- Connecticut une in Holland to Route 20 in Sturbridge.
ROUTE 16
-- Rree miles east of Holliston/Milford Town Line to two miles west of Holliston/Milford Town Une and from Hope dale /Mendon Town Line to one mile west of Men-don /Utbndge Town Line.
ROUTE 18 -- New Bedford/Freetown Town une to Route 53 in Weymouth.
(One mile in Bridgewater not State Highway).
ROUTE 19
-- Connecticut une at Wales to one and one-half miles north of Wales /Brimfield Town Une.
ROUTE 20
-- One mile east of Watertown/Waltham Town une to New York Une at Hancock. (Two miles in Waltharn, one mile in Marlborough. one and one-half miles in Palmer. six miles in Springfield, two miles in West Springfield. two miles in Westfield, one mile in Lee and one astd one-half miles in Pittsfield not State Highway).
ROUTE 23 -- Route 2D in Russell to Otis/ Monterey Town Line and fmm Monterey /Creat Barrington Town une to New York Line at i
Egremont. (One and one-half miles in Creat Barrington not State Highway).
12/31/85 720 CMR-105
10/05/93 14:22 C202 366 2249 HHS&HTV i
3-i 720 CMR:
DEPARTME.NT OF PUBLIC WORKS
'.14: contmued
-)
ROUTE 24 Rhode island Lme at Fall Riser to Route 128 m Randolph.
w ROUTE 23 Route 24 in Ra> wham to Route 6 in Wareham.
ROUTE 27 Route te m Whitman to nhatman/Bmckton Town Line. From Route 24 in Bruckton to two miles north of BrocktoniStoughton Town Line.
From Route 495 in Chelms-ford to Chelmsford/Lowell Toun Line.
ROUTE 28 -- Route 6 in Orleans to Cape Cod Canal in Bourne. lone and one-half miles in Falmouth not State Highway). From Cape Cod Canalin Bourne to two miles north of Quincy/Mdton Town Line. (Two and one-half miles in Brockton not State Highway).
Medford/Stoneham Town Line to New Hampshire t.me at
- Methuen, (Two rniles in Stonehatn. one mile in Readmg. one and one-half smies in Andover, three miles m Lawrence, one rmle m Methven not State Highway).
ROUTE 30 -- Mass Tumpike in Frammgham to Southborough/Westboroug Town Line. (Two miles m Southborough not State Highwait.
7 ROUTE 31 -- Route 20 in Charlton to or e mile north of Mass. Turnpike.
From one mile north of Route 2A m Fitchburg to Route 119 in Ashby.
ROUTE 32 s
Connecticut Line at Monson to Ware /Hardwick Town Line and one-half miles m Monson. one and one-half miles in Palmer, two mdes in Ware not State Highway).
122 in Petersharn to Route 2A in Athot From Route f
ROUTE 33 -- Route 141 m Chicopee to Chicopec/ South Hadley Town Line.
\\
ROUTE 37 Brockton/Holbmok Town Line to one mile north of Brain-tree /Quincy Town Line.
ROUTE 3a Route 28 m Somerville to one rmle in Medford. From Route 128 in Woburn to Route 110 m Lowell. (One-half mde in Woburn one-half mile in Wilmington, one mile m Lowell not Sta te Highway).
ROUTE 41 Connecticut Line at Sheffield to Route 7 in Creat Barrington.
From Route 102 in West Stockbndge to Route 20 in Pittsfield.
ROUTE 43 Route 7 in Williamstown to Route 2 in Williamstown.
ROUTE 44 -- Route 58 in Carver to Rhode Island Line in Seekonk. (T one-half miles in Taunton not State Highway).
ROUTE 49 Route 20 in Sturbridge to Route 9 in Spencer.
ROUTE 52 Connecticut Line m Webster to two and one-half miles north of Webster / Oxford Town Line.
ROUTE 33 - Route 3 in KinEston to Route 18 in Weymouth.
ROUTE 60 -- Rexere Street Revere to Washington Avenue. Malden.
ROUTE 63 Route 116 in Amherst to Vermont Line at Northfield. (One-half mile in Mont ague and one-half mile in Erving not State Highway).
ROUTE 67 Route 20 in Palmer to Route 9 in West Brookfield. (One-half mile in Warren not State Highway).
i
\\
- t 12/31/86 720 CMR-106
10/03/93-14': 23 U202 366 2249 HHMHTV
@ 015/020 720 CMR:
DEPARTMENT OF PUBUC WORKS 14: continued ROUTE 68 Route 101 in Gardner to Route 202 m Templeton.
ROUTE 70 Worcester /Shrewsbury Town Line to Route 62 in Clinton.
ROUTE 79 -- Fall River /Freetonvi Town Line to Route 24 in Freetonn ROUTE 80 -- Route 44 in Plyvnouth to two and one-half north of Pipnouth/Kingston Town Lme.
ROUTE 88 Horse Neck Beach m Westport to Route I-195 Westport.
ROUTE 99 North End Alford Street Br:dge floston to Route 1 in Saugus.
ROUTE 102 Route 20 m Lee to New York Line at West Stockbridge. (One mile m Stockbridge not State Highway).
ROUTE 103 -- Rhode Island line at Swansea to Route 6 in Somerset.
ROUTE 105 -- Route 6 m Marion to Acushnet/ Rochester Town Line.
m Lakentle to Route 106 Hansort.
ROUTE 107 Route 60 in Revere to Saugus/Lynn Town Linec From Lynn/ Salem City Lme to two mdes north of Lmn/ Salem City Line.
s ROUTE 110 -- Route 12 in West Boylston to Sterbng/Clinton TownLine.
Harvard /Ayer Town Line to Route 4 in Chelmsford.
lowell/Dracut Town Line to Methuen/ Lawrence Line.
Lawrence /Methuen Town Line to Route 125 in Haverhill. From From Route 108 m Haverhill to Route 1 in Sahsbury. (Three miles in inwell. one-half mile m Chelmsford, one mile in Mernmac.
one-half mile m Sahsbury not State Highway).
ROUTE 111 Route 2 in Acton to Route 110 in Harvard.
ROUTE 112 -- Route 20 in Huntington to Route 143 in Worthmgton.
Frum Route 9 in Goshen to four mdes north of Shelburne/Coltain Town Line.
ROUTE 113 -- Route 3 in Tyngsboro to Route I-93 in Methuen. (Two miles m Dracut. three miles in lowell not State Highw ay). From Haverhill/Croveland Town Line to one mile cast of Route 1-95 in Newburyport.
ROUTE 114 Route 128 in Peabody to Route 1493 in Lawrence.
ROUTE 116 -- Route I-91 in Chicopee to Route 112 in Ashfield. From Cheshire/ Adams Town Line to Route 8 m Adams. (Three miles in Chicopee/Holyoke. one mile in Amherst not State Highway).
ROUTE 119 - Route 2 in Concord to New Hampshire Line at Ashburnham.
(Two miles m Croton not State Highway).
ROUTE 121 Rhode Island Lme at Wrentham to Route 1 A in Wrentharn.
ROUTE 122 -- Rhode Island Line at Blackstone to Millbury/ Worcester Town Line.
(One mile in Uxbridge. one and one-half in Northbridge not State Highway.
One male east of Worcester /Paxton Town Line to one mile north of Route 2 in Orange). (One mile in BarTe not State Highway).
ROUTE 123 Route 18 in Abington to Route 138 in Easton. (Two rmles in I
Drockton not State Highway).
I, Norton/Attleboro Town Line.
From Route 140 in Norton to 12/31/86 720 CMR-107 l
l
10/05/93 14:23 C202 366 2249 HHS&HTV Q1016/020
~
720 CMR: DEPARTMENT OF pCBLIC WORKS j
i 7.14: continued ROUTE 125 -- Route 1-93 in Wilmmgton to Two Miles North on North
~
Andoser/Haserhill Touw Lme.
ROUTE 126 -- Route 16 m Holliston to Route 135 Frammgham.
ROUTE 127 -- Two Miles East of Route 1A in Beserly to Route L33 m i
Cloucester IOne Half Mile m Manchester not State HighwayJ.
i ROUTE 128 -- Route 3 in Braintree to Route 127 m Cloucester.
ROUTE 131 -- Connecticut Line at Dudley to Route 20 in Sturbridge. (Three Miles m Sturbridge not State Highwall.
ROf.,TE 132 -- Two Miles South of Route 6 Darnstable to Route 6A Barnstable.
ROUTE 133 -- Route 127 in Cloucester to Route 1 A m ipswich (One Half Mile m Esses not State Highway).
ROUTE 135 -- Route 16 in Wellesley to Natick/Framingham Town Line. (One and One-Half Mile in Natick not State Highway).
ROUTE 138 Route 6 m Somerset to Milton / Boston Town Line. (Four Miles in Taunton. One Half Mile m Stoughton not State Highway).
ROUTE 139 -- Route 3A in Marshfield to One and One Half Miles West of Hanover/Rockla.nd Town Line.
ROUTE 140 Route 6 in Dartmouth/New Bedford Town Line to One Half Mile East of Route 122 m Grafton (Four Miles in Taunton. One Mile m Foxborough. Two Miles m Franklin not State Highway).
I
ROUTE 146 -- Rhode Island Line at Usbridge to Route 20 Millbury.
4 ROUTE 159 -- Connecticut Line at Agawam to Route 147 m Agawam.
ROUTE 169 One Mile South of Southbridge/Charlton Town Line to Route 20 Charlton.
ROUTE 177 - Dartmouth> tstport Line to Rhode Island Line at Westport.
ROUTE 183 - Route 7 in Creat Barrmgton Northerly One Mile.
ROUTE 193 Connecticut Line at Webster to Webster Town Cap.
ROUTE 197 Connecticut Line at Dudley to Route 12 in Dudley.
ROUTE 202 Connecticut Line at Southwick to the Southwick/ Westfield Town Line. From Holyoke/ South Hadley Line Route 12 in Winchendon.
ROUTE 213 Rae I-93 in Methuen to Route I-495 in Methuen.
ROUTE 225 -- One Mile South of Route 120 to Bedford/Carlisle Town Line.
(Two Miles in Bedford not State Highway).
ROUTE 1 A -- Route 1 in North Attleboro to Route 128 and Route One in Dedham (One Half Mile in Walpole. One Mile in Norwood not State Highway). North End of Callahan Tunnel Boston to 1
4 Revere /Lynn City Line. From Route 129 in Swampscott to One Mile North of Swampscott/ Salem Town Line. From One Mile South of Route 128 in Beverly to Newbury/Newburyport Town Line. (One Mile in Ipswich not State Highway).
j
(
ROUTE 2A -- One Mile West of Route 3 in Arlington to Route 122 in Orange.
12/31/86 720 CMR-108
10/05/93 14:24 0202 366 2249 HliS&liTV
@ 017/020 sl 720 CMR: DEPART \\fENT OF PL'BLIC WORKS i
i 7.14: continued r
Also Two viles in Greenfield and One Mile in Shelbume. (One
' and One Half Wies in Concord. One Mile in Ayer. Four Miles m Fitchburg. Two and One Half Miles in Athol not State Highwa>).
ROUTE 3 A -- One Mile North of Bourne / Plymouth Town Line to One Mile North of Wepnouth/Qumcy Town Line. From Route 128 m Burlington to New Hampshire at Tyngsborough. (One Mile in Billenca. Two Miles m Lowell. One and One Half Miles in T3mgsborough not State Highwa>l.
ROUTE 6A -- Route 6 in Orleans to Cape Cod Canal. (One Mile in Bamstable not State Highway).
ROUTE 7A -- Connecticut State Line in Sheffield to Route 7 m Sheffield and an attemate for Route 7 in Lenov (One and One Half Miles not State Highwa>l.
ROUTE 28A -- Route 28 in Falmouth to Route 28 in Boume.
ROUTL 114 A--
An alternate for Route 114 in Seekonk. (Route M4)
ROUTE 122 A--
One and One Half Miles South of Worcester / Holden Town Line to Route 122 in Rutland. Also 0.3 Mile East of Route 146 in Millbury.
ROUTE I 1he Connecticut State Line at Holland to Mass. Turnpike in s
Sturbridge.
ROUTE l-91--
The Connecticut State Line at Longmeadow to the Vermont Line at Bemardston, i
ROUTE l-93--
Route 128 in Braintree to the New Hampshire Line at Methuen.
-1 ROUTE I-95--
Rhode Island Line at Attleboro to Route 128 in Canton and is coincidental with Route 128 to Route 1 m Lynnfield.
ROUTE l-195--
Rhode Island Line at Seekonk to Route 25 in Wareham.
ROUTE l-290--
Mass. Tumpike in Aubum to Route 1-495 in Marlborough.
ROUTE l-291--
Route 1-91 at Springfield to Mass. Tumpike at Chicopee.
ROUTE I-295--
Rhode Island Line to Route I-95 in Attleboro.
ROUTE l-391--
Route t-91 in Chicopee to Route 116 in Chicopee.
ROUTE l-495--
Route I-95 in Foxborough to New Hampshire Line at Salisbury.
j
.l l
i s
12/31/85 720 CMR-109 I
i t
10/05/93 14:24 C202 366 2249 HHS&HTV
. _ _ _ 18018/020 9
720 CMR: DEPARTMENT OF PUBUC WORKS 7 I5: Attachment B.
Application for Permit to Mose Reducible Loads in Excess of
/
Legal Limits and CVWR owna n
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TW18 FERMI? AFTDont28t0 TRAvtL 05 Afrt WTntT"II 2NAI LISTED IS TWE ATTACNf3 IMICHATIn rTate excements Ano em tumouco matrres ersicanfra er Tsu retsarntwr.
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132s retstrf acts sutry actscet.fsa itATTL Ovt3 SWI 4 RIDGE. CULTTST OR ST&cCTURE POST 1ES FDR WITCRT LRER TRAS TER trE3CET CP SAJS Ff33C32 Ama tcAD.
su3 fortsc artwrza arsper1Gr? SATURBA3 Ang attDar$CET tsastets.
DfW FEJtNt? N0 DATE $$$UED/DE31ED SkfB EIFIRES Cosentss30pta or FUBLIC wonta prasstatist.g B.acAL wtfCirt BRTacErf PtAr187_
ut? Psise!T FEI WE3%EF pgam37 Ft3 FLID
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BBC1FTuAs or ncrroa ytr3CLt3 cLgsg akt3 taast1T utyr vnLID Urf tL STAMER 2naZTsz (Osevisstouza ur rupLIC tuomKa AsD $2CISTaia W ptFrDa YtnICLES CE TREIR Sta3Cargr.g.
W h ell su6 sanossue I
w,3 12/31/86
~
i 10703/93.
~16:25' C202 366 2249 HHS&HTV
@ 019/020 no CMR; DEPARTMENT OF PUBLIC WORKS h
?.16: Attachment C: Standard Penmt Parameters -- Reducible Load _s The fetto ano diaer:me shows permissible q
.s icodings. exle spacings.
Vehicle widths and ntumber of tires f or three, tour and five er more anled vehicles. For wenicles with greater n-sti greater er lesser vidrAs or lesser numbers of tires. the informationlaadings or lesser sparings.
reposted in tao suppleavstel Info:mation forse on the towerse nice sheet er such addits.onal inforestion as the cepertment may require must of this completion of the surpismontal information forst or theIn those special cases where the Department r be furnished.
2 additional information, more time may be required to analyse and evaluate submittal of any i
the effect of these vehicles and leads on bridoes.
s.uo.ptsrAuct.45 4" etructarse and seemments, 1
4 kkelTw Audisuw t Tae
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2 10/05/93 14:25
.D202 366 2249 HHS&HTV
@ 020/020 i
I 720 CMR: DEP ARTME.NT OF Pl!BUC WORKS 7-17: Attachment D: Supplemental information Fomi MAME
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M.C.L c.9D. s.3 9A, f
12/31/86 720 CMR-112
e
< TRANSACTION REPORT >
1,,, _,,,,,,
E RECEIVE 3
NO.
DATE T!t1E DESTINATION STATION PG.
DURATION r10DE RESULT 3154 10-05 13:01 202 366 2249 20' O*09'18" NORM.E OK 20 O'09'18*
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