ML20058N956
| ML20058N956 | |
| Person / Time | |
|---|---|
| Site: | 07109256 |
| Issue date: | 10/06/1993 |
| From: | Hanna H TRANSPORTATION, DEPT. OF, FEDERAL HIGHWAY ADMINISTRAT |
| To: | Chappell C NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM), NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| References | |
| NUDOCS 9310210250 | |
| Download: ML20058N956 (19) | |
Text
7/- 9256 US Department 400 seventn St., s W.
of Transportation Washington, D C 20590 Federal Highway Refer to: HHS-13 Administration CCT - 6 1993 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:
4 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 4
Massachusetts Division Office in Boston with the Federal l
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 participate and assist in this project.
The broader involvement should help minimize the risk of roadwcy incidents during these movements of hazardous materials.
Sincerely yours, Howard C.
Hanna Chief, Safety Technology and Information Management Division Enclosure
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9310210250 931006
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Q Memorandum US Department of Transportaton Federal Highway Administration Yankee Atomic Energy Plant September 30,1993 Donald E. Hammer Division Administrator wv to HBR-MA
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Cambridge, Massachusetts 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 Electric Company.
We offer the following comments for consideration:
1.
In calculating the weight of the steam generator package components concrete weighing 30 lbs/cu. ft. was used.
Is this a light weight concrete?
2.
Calculations prepared in accordance with YAEC Engineering Manual-Instruction WE-103.
Are the instructions compatible with AASHTO?
3.
Hydraulic trailer will assume equalized wheel loadings during the trip. This is a critical criteria.
4.
Existing condition of structures along route is good.
5.
It seems that calculations are based on a 30% impact on the H truck but zero impact on the transporter. 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 MS 20 is not a real truck but a design truck. The States' Legal load is less than the HS20 load. We recommend that the actual maximum truck load be verified if it is to be used to judge the safety of the transporter loading.
t:
7.
On page 37 item 3-same as comment 6.
-more-
3; 8.
On page 37 items 5 and 6-same as comment 6.
E 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.
11.
Weld sizes are not shown. The use of stitch welding is questioned.
12.
How were the wheel distribution factors determined?
13.
The line of action of the wheel loads is at the edge of the backwall. To prevent any dramage 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 gmvity of all tne moving loads on the beam is from the other support.
15.
AISC allowable stresses are not applicable.
I 16.
Will the deflection noted cause enough rotation at the bearings 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 i
checked. Did welding conform to AWS.
We have also sought comments from the Massachusetts Highway Department. Comments, dated September 30, of their. Bridge Engineer are attached.
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.i 2 y(c n.?/7%p Hiram Pearlman, P.E.
Division Bridge Engineer
-cr Attachment
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MASS f Wdiiam F Weld Argeo PaulCe!!ucci James J Kerasicles Laurinda T Eedingfield GwTr i:uerr! Gae=ar Secretary Ccmassmn" 1
September 30, 1993
)
Mr. Donald E.
Hammer Division Administrator Federal Highway Administration i
55 Broadway, 10th Floor Cambridge, Massachusetts 01242 RE:
YANKEE ATOMIC - RADIOACTIVE MATERIAL TRANSPORTATION Attention: Edwin P.
Holahan
Dear Sirs:
76t your request the Massachecetts Highway Department has completed its initial review for tha transportation of four. retired generators, containing radioactive material, by Yankee Atomic from their plsnt 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 jurisdicticn we q
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 Highaay Department - Celebrating 100 Years
- 1993 Ten Park Plaza, Boston, MA 02116-3973 * (617) 973-7500
l FHWA YANKEE ATOMIC ELECTRIC CO.
SEPTEMBER 30, 1993 - PAGE 2 OF 2 3.
An evaluation of the stability of the slope in the vicinity of 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 calculations can be reviewed.
5.
For your information the Department is planning a major 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,
' {'/,( ' f t
Joseph P.
- Gill, P.E.
Bridge Engineer JPG/jg cc:
Michael Swanson - Chief Engineer Hiram Pearlman - FHWA Nabil Hourani - Geotechnical Engineer attachment h
p l
I
} _,c 720 CMR: DEPARTVENT OF PUBLIC WORKS i
e 720 CMR 7.00:
PERMIT POLICY AND PROCEDURE ON OVERn EIGHT VEHICLES CARRYING REDUCIBLE LOADS 1
Section 7 0t: Purpose 7.02: Gehetal Provisions I
7.03: Defintt:ons 7.04: when a Permit is Required 7.05: Application for a Permit 7 06:~ Approsal or Disapproval of Permit Applications 7.07: Conditions and Limitations 7.08: Administrative Hearmg 7.09: Revocation of a Pennst 7.10: Waiver 7.11: Amendment 7.12: Effectne Date 7.13: Severabilit y 7.14: Attachment A: List of Massachusetts State Highways 7.15: Attachment B: Application for Perrnit to Mose Reducible Loads in Escess of Legal Limits and CVWR 7.16: Attachment C: Standard Permit Parameters -- Reducible Loads 7.17-Attachment D: Supplemental Information Form 7.01: Purpose The purpose of these Rules and Regulatirns is to state the policy and procedure of the Department of Public Works in relation to the application for and issuance of Pennits for oserweight vehic!es carrying reducible loads.
This policy is to be referred to as a guide and where conflict between this policy and the issued permit eats the conditions and restrictions in the issued 1[
permit will preval. unless otherwise proGded nerein.
The legal weights of vehicles authonzed to operate on the ways of the Commonwealth without a special penmt 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 pennits for trasel on State Highways and ways determmed by the Department to be through routes.
Provisions will be made to issue such permits for the purpose of permitting the necessary transportation of reducible loads which exceed the statutority allowable weights, it is the Department's intention to provide pennits to those vehicles and loads to which sound engineenng warrants issuance after 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 owmers, operato:s, bailees and lessees of motor vehicles, tractors, trailers, semi-trailers and. semi-trailer umts who operate or seek to operate said vehicle (s) while carrying reducible loads upon any str.te highway or way determmed by the Department of Public Works to be a through route.
7.03: Definitions Department. The Massachusetts Depertment of Public Works.
Gmss Vehicle Weight Rating. The gross vehicle weight rating established by a manuf acturer, or where the manufacturer is unwilling or unable to so establish the ratirig, by the Registrar of Motor Vehicles.' when applied to a motor vehicle.
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trailer, semi-trailer or semi-trailer unit mcluding the gross combination weight rating, if any, when applied to a semi-trailer unit or to a tractor-trailer combmation.
12/31/86 720 CMR-99
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720 CMR: DEPARTMENT OF PUBLIC WORKS I
,4 101 contmued Irreducible Load. Anv ob ett or load includm2 the transportmg whicle whose i
gross weight or dimensions when loaded has been reduced to a practical mmimum as determmed by the \\tamtenance Engmeer.
Motor Vehicle. All schicles constructed and designed for propulsion by power other than muscular power mcludmg such sehicles when pulled or towed by another motor sehicle. except ra.lroad and railway ca. sehicles operated by the ssstem known as trolles motor or trackless trolley under chapt (. one hundred and snty-three or sectmn ten of chapter fne hundred and forty-four of the acts of nineteen hundred and forty-sesen. sehicles runnmg only upon rails or tracks.
schicles used for other purposes than the transportation of property and mcapable of bemg drnen at a speed esceeding twelve miles per hour and which.
are used esclusnel) for the building. repair and maintenance of highways or designed especially for use elsewhere than on the traselled part of ways wheelchairs owned and operated by invalids and sehicles which are operated or guided by a person on foot. In doubtful cases. the Registrar may determine whether or not any particular schicle is a motor vehicle as herem defmed.
6 Reducible Load. Anv load or object includmg the sehicle whose gmss weight or dimensions can be practically reduced to a lesser gross weight or dimension as determined by the Mamtenance Engmeer.
Semi-Traile r. A trailer so designed and used m combmation with a tractor that some part of the weight of such trailer and that of its load rests upon. and is f
ccrried by. the tractor.
s Semi-Trailer Unit. A motor unit composed of a tractor and a semi-trailer.
State Highway. For the purposes of these Rules and Regulations a State Highway is a way owned or controlled by the Massachusetts Department of i
i i
Public Works.
t ae-Tractor. A motor sehicle with or without a cartying capacity of its own but which is primarily designed and u7d for drawmg another vehicle or for industrial or agricultural purposes.
Trailer. An> vehicle or object on wheels and having no motive power of its own, but which is drawn b>. or used in combination with. a motor vehicle. It shall not r
mclude a pole @, or pole dickey. so called. not a pair of wheels commonly used as an implement for othe:- purposes thaa *ransportation, nor a portable or collapsible dolly carried m a tow truck let the purposes of transporting registered disabled sehicles to a place of safety or a place equipped for the repair of such disabled sehicles. but not including the transportation of schicles which are not disabled. not farm machinery or implements when used in connection with the operation of a farm or estate. nor any vehicle when towed behmd a farm tractor and used m connection with the operation of a farm or estate.
1 04: When a perrmt is Required i
A permit is required to carry any load which together.with the vehicle is in escess of the weight allowed by M.G.L. c. 90, s.19A and M.G.L. c. 85, ss. 30 and 30A. In general a permit is required in the following instances:
(1) A permit is required to trasel on state highways or ways determmed by the 1
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 sie Md Wg% more than 80.000 pounds.
(2) In addition, notwithstanding any thing provided in 720 CMR 7.04(1) and 7.04(2), a permit is required for any motor vehicle, trailer, semi-trailer or 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 t'
than t8.000 pounds.
12/31/86 720 CMR-100
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I 720 CMR: DEPARTMENT OF PUBLIC WOPES 1
7.04: contmued l
(3) In addition. notwithstandmg any thmg provided m 720 CMR ?.04(1) and 7.0412). a penmt is required for any motor schicle, trailer, sems-trailer and semi-trailer unit where the overall gross weight on a group of two or more consecutne asles esceeds the gross weight (W) produced by computmg the formula:
E a=500(lj+12NhM)
N-1 (W = overall gross weight on any group of two or more consecutive axles to the nearest 500 pounds. L - distance m 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 34.000 pounds each providing the overall distance between the first and last axles of such consecutive sets of tandem axles is thirty-six feet or morel.
(4) Notwithstanding 720 CMR 7.04(1). 7.94(21 and 7.04(3), the following vehicles may trasel on a way while engagmg m hauling construction matenals. liquid petroleum products or bulk feed without a perTnit. provided that the gross vehicle weight at which they operate does not exceed the gross vehicle weight ratmg established by the origmal manufacturer of the chassis and does not exceed the weight for which the sehicle - is duly registered m the Commonwealth of Massachusetts:
(a) a construction type motor vehicle with two axles which with its load does -
not exceed 46.000 pounds:
(b) a motor vehicle carrying bulk feed which with its load does not esceed 60.000 pounds:
(c) a construction type semi-trailer or motor vehicle having three axles carrying construction materials which with its load does not exceed 60.000 pounds: and (d) a semi-trailer unit or motor vehicle having three axles carrying liquid petroleum products which with its load does not exceed 60.000 pounds.
7 05: Application for a Penmt Reducible oserweight load permit applications shall be submitted in person or by mail on the forms provided by the Department. Forms submitted m person shall be accepted between the hours of 8:45 AM and 5:00 PM Monday through Fnday. Forms can be obtained from and must be submitted to the Department Maintenance Engineer.100 Nashua Street. Room 514. Boston. Massachusetts.
The time penod for processmg an application for a permit shall not begin to run until a proper application properly completed is recened by the Mamtenance Engineer.
7.06. Approval or Disapprosal of permit Applications (1) Reducible Load. Reducible load permits may be granted to allow the operation of a motor sehicle together with its load for gross weights up to 73.000 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 front axle centerline to rear axle centerline as provided in Attachment C (Standard Permit Parameters 720 CMR 7.16). The Department will grant permits to these i
vehicles for an additional one-thoustnd pounds. up to a maximum of 77.000 pounds for a tnaxle vehicle measunng 19'6" or greater in accordance with the i
following schedule:
15'4' to 16
- 5*. 70.000 pounds: 16 ' 6" to 17 ' 5'.
7 4.000 pounds: 17 ' S' to 18' 5'. 75.000 pounds: 18'6' to 19'5* 76.000 pounds: 19'6* and up. 77.000 pounds. When the vehicle is carrying a permit load the movable axle must be fully engaged.
perTnits will only authorize travel on specifically designated state highways or ways determined by the Department of Public Works to be through routes which have bridges, stnictures and pavements of a capacity sufficient to indicate that I
12/31/86 720 CMR-101 l
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[t 720 CMR: DEPARTMENT OF PUBLIC WORKS 7.06: continued i
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
-1 A 1700 CMR 7.14) which is mcorporated m and made a part of these rules and i
regulations.
l These permits for travel over the designated ways do not under any circumstances allow travel over bndges which are posted for a weight which is less than the gross vehicle weight together with load which is then bemg carried.
No permit will be granted for a weight m excess of the weight for which said motor sehicle. trailer. semi-trader or semi-trailer unit is registered or m excess of its gross sehicle weight ratmg.
permits will be issued on an annual basis unless otherwise indicated on the permit, but the Department specifically reserses the nght to revoke any penmt or class of penmts. notwithstanding any expuation date contamed on the permit to the contrary, when in its judgement and discretion public safety or sound engmeenng judgement warrant.
The pennit fee for such pennit shall be computed on the difference between the statutory weight allowable for that sehicle without a permit and the weight authonzed by the permit.
(2) Delegation of Authonty. Subject to the provisions contamed in 720 CMR 7.08.
the approval or disapprosal of permits shall be delegated to the Mamtenance Engineer of the Department of Public Works. He shall use these rules and regulations as guidelines in makmg determinations on permit 1
applications. In additmn. he shall make the final determination of whether a load is a reducible or irreducible load.
(3) Fonns and Certifications. Applications for reducible load pennits will only
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be accepted on the Department of Public Works permit form attached hereto as At tachment B. _ If the Sehicle for which the penmt is sought is within the parameters and tolerances provided m A t t achment C -- Standard Permit Parameters (720 CMR 7.16)-- for loadings. axle spacings. wheel spacings and
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number of wheels. the application will be accepted for processmg in a mutine fashion without further individual engmeenng 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.t6)-- for loadings.
axle spacings. wheel spacings and number of wheels. the application will be accepted for processmg m a routine fashion without further individual engmeenng study and review. If the vehicle for which the permit is sought is not -
withm the parameters and tolerances provided in Attachment C, additmnal case-by-case engineenng study and review will be required. In such cases the applicant will be required to submit additional infonnation on the form shown in Attachment D. the Supplemental Infonnation Form. (720 CMR 7.17) or such additional mformation as the Department may request. In addition. more time may be required to analyre and evaluate the effect of these vehicles and loads on bndges, structures and pasements.
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 oserweight vehicles carrying reducible loads. The Department may apply additional conditions and limitations as in its exercise of discretion it finds necessary.
(1) No mosement 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 chams 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
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penmt or these ndes and regulations, the permittee shall be held responsible for I
12/31/86 720 CMR-102 4
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720 CMR: DEPARTMENT OF PUBLIC WORXS O
7.07 continued j
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any damages or iniury to persons or property or to any bridge due to or resultmg frorn the operation of the vehicle.
(3) Permits are issued for registered vehicles only and vehicles shall be i
registered for the total gross weight of load and sehicle, except for certam of f-highway earth moung type vehicles which m special cases may be granted a i
permit to mos e within 300 yards of the constniction site without being registered. IM.G.L. c. 90. s. 91 (4) Vehicles exceeding the Statutory Limit may be restricted from State Rghwa>s where, in the opmion of the Commissioner of Public Works. the safety of the trasehng public is compromised.
(5) According to rules and regulations adopted by the Department of Public Works under the prosistons of M.G.L. c. 85. s. 2. no vehicle transporting any dnagerous article shall be operated withm the tunnel of the John F. Fitzgerald Espressway located beneath Dewey Square in the City of Boston.
(6) Permits are issued with the understandmg that the vehicle is properly registered and that all legal requirements including operational and safety equipment imposed by the Massachuset ts 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 tractor.
(8) No sehicle 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 ohey all bridge posting signs. No vehicle is to be operated on or over a bridge when that vehicle is carrying 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 trasel.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 foregoing, all State and Federal laws and Rules shall be obeyed.
7.08: Administrative Hearina Any person aggrieved 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 denial or other application or interpretation of these rules. The Commissioner of Public Works shall designate a hearing officer to hear 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 permit sticker and reducible load permit certific, ate issued to the owner or lessee for a second or subsequent conviction.within twelve months of a violation of M.G.L. c. 90, SS.17,19. or 19A. the Department of Public Works, upon receiving
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notification of such action from the Registrar. shall immediately revoke the 12/31/86 720 CMR-103
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720 CMR: DEPARTMENT OF PUBLIC WORXS 7.09: continued permit issued for such vehicle to such owner or lessee, and no new permit for such sehicle shall be issued for a period to be determined by the Department but which will be not less than 90 days. A permit shall also be immediately resoked after a conuction for making knowmg and willful false statements or vehicle alterations as prouded by M.G.L c 90. s.19D. or for any other reason provided by law.
(21 Revocation with a Hearing. The Department may suspend or resoke, for cause. any pennst which it has issued af ter a prior hearing. 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 issued to that sehicle. The owner or lessee of the i.ehicle shall immediately remove the permit sticker from his sehicle.
(3) Surrender upnn Revocation. Upon revoca tion of any permit or class of permits as prouded in 720 CMR 7.09(1). 7.09(2) 7.0617) or any other prousions of these regulations or any law. said permit or permits shall be immediately surrendered to the Department of Pubhc Works.
q 7.10: Waiver These Rules and Regulations or any portion or portions thereof may be waited l
by the Commissioner of Public Works if af ter consideration of the facts involved I
st is his judgement that a particular situation warrants such waiver.
7.11: Amendmen t These Rules and Regulations may be amended from time to time in accordance with the applicable provisions of M. G. L. c. 30A.
7.12: Effective Date These Rules and Regulations shall take effect when filed with the Secretary of State and shall remain in effect until repealed amended or replaced by other Rules and Regulations.
7.13: Severability if any provision of these regulations or the application thereof is held to be invalid, such invalidity 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 A: 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 through mutes by the Department of Public Works.
ROUTE 1 -- Rhode Island Line at Attleboro to Dedham/ Boston Town Line.
North end of Mystic River Bridge Boston to the New Hampshire Line at Salisbury.
ROUTE 2 -- Cambridge / Arlington Town Line to the New York Line at Williarnstown (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 Line at Tpgsborough.
4' 12/31/86 720 CMR-104
f' 720 CMR: DEPARTMENT OF PUBLIC WORKS 7.14: contmued ROUTE 5 -- langmeadow/Spnngfield Town Line to Vermont Line at Bemardsson (one and one-half miles m Holyoke and one and one-half miles m Northampton and two miles m Greenfield not State Highway).
ROUTE 6 -- Rhode Island Line at Seekonk to Somerset/ Fall Raer Town Line. Fall River /Westport Town Line to Dartmouth/New Bedford Town Line. One mile west of New Bedford/Fairhaven Town tme to Cape Cod Canal at Boume. (one mile in Wareham not State Highway). From Cape Cod Canal in Boume to Provmcetown.
ROUTE 7 -- Connecticut Line at Sheffield to Vermont Line ' at Wilhamstown. (Two miles in Great Barrington. one-half mile iri Stockbndge, five miles in Pittsfield, one mile m Williamstown not State Highway).
ROUTE 8 -- Connecticut Line at Sandisfield to Vermont Line at Clarksburg. (Three and one-half miles m Adams. two miles in North Adams not State Highway).
ROUTE 9 -- Boston /Brookline Town Line to Shrewsbury/ Worcester Town Line to Route 202 in Belchertown. (One and one-half miles in Spencer. four miles m West Brookfield, one mile in Ware not State Highway), From Route 116 in Amherst to Route 1-91 in Northampton. One mile south of Northampton/Williamsburg.
Town Line to two and one-half miles west of Dalton /Pittsfield Town Lme.
ROUTE 10 -- Connecticut Line to the Southwick/Westfield Town Line. From Mass. Tumpike in West field to New Hampshire Line at Northfield. (One and one-half mile in Easthampton, three miles in Northampton two miles in Greenfield not State Highway).
ROUTE 12 -- Connecticut Line at Dudley to Auburn / 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 Line 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 not State Highway.
ROUTE 15 -- Connecticut Line in Holland to Route 20 in Sturbridge.
ROUTE 16 -- Three miles east of Holliston/Milford Town Line to two miles west of Holliston/Milford. Town Line and from Hope dale /Mendon Town Line to one mile west of Men-don /Usbridge Town Line.
ROUTE 18 -- New Bedford/Freetown Town Line to Route 53 in Weyrnouth.
(One mile in Bndgewater not State Highway).
ROUTE 19 -- Connecticut Line at Wales to one and one-half miles north of Wales /Bnmfield Toven Line.
ROUTE 20 -- One mile east of Watertown/Waltham Town Line to New York Line at Hancock. (Two miles in Waltham, 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 and one-half miles in Pittsfield not State Highway)
ROUTE 23 -- Route 20 in Russell to Otis/ Monterey Town Line and from Monterey /Creat Barrington Town Line to New York Line at -
i Egremont. (One and one-half miles in Great Barrington not State Highway).
12/31/86 1
720 CMR-105 1
m
~ -
720 CMR: DEPARTMENT OF PUBLIC WORKS
~
l 1
.14: contmued l
ROUTE 24 -- Rhode Island Line at Fall River to Route 128 in Randolph.
ROUTE 25 -- Route 24 in Ra>nham to Route 6 in Wareharn.'
i ROUTE 27 -- Route 18 in Whitman to Whitman /Brockton' Town Line. From Route 24 in Brockton to two miles north of Brockton/Stoughton i
Town Line.
From Route 495 in Chelms-ford to Chelmsford/Lowell Town Line.
ROUTE 28 -- Route 6 in Orleans to Cape Cod Canal in Bourne. (One and one-half miles m Falmouth not State Highway).
From Cape Cod Canalin Bourne to two miles north of Qumcy/ Milton Town
~:
Line.
(Two and one-half miles in Brockton not State Highwa)).
Medford/Stoneham Town Line to New Hampshire Line at.
Methuen.
ITwo miles in Stoneham._ one mile in Reading. one' and one-half miles m Andover, three miles in Lawrence..one mile in Methuen not State Highway).
ROUTE 30 -- Mass Turnpike in Framingham to Southborough/Westborough Town Line. (Two miles m Southborough not State Highwa)).
ROUTE 31 -- Route 20 in Charlton to one mile north of Mass. Turnpike.
From one mile north of Route 2A in Fitchburg to Route 119 m Ashby.
ROUTE 32 -- Connecticut Line at Monson to Ware /Hardwick Town Line. (One s
and one-half miles in Monson. one and one-half miles in.
Palmer, two miles in Ware not State Highway). From Route 122 in Petersham to Route 2A in Athol, t
ROUTE 33. --
Route 141 in Chicopee to Chicopee/ South Hadley Town Line.
ROUTE 37 -- Brockton/Holbrook Town Line to one mile north of Brain-4 tree /Qumcy Town Line.
ROUTE 38 -- Route 28 in Somerville to one mile in Medford. From Route 128 in Wobum to Route 110 in Lowell. (One-half mile in Woburn, one-half mile in Wilmington, one mile in Lowell not State Highway).
s ROUTE 41 -- Connecticut Line at Sheffield to Route 7 in Great Barrington.
From Route 102 in West Stockbridge to Route 20 in Pittsfield.
~
ROUTE 43 -- Route 7 m Williamstown to Route 2 in Williamstown.
ROUTE 44 Route 58 in Carser to Rhode Island Line in Seekonk. (Two and one-half miles in Taunton not State Highway),
i ROUTE 49 -- Route 20 in Sturbridge to Route 9 in Spencer.
I ROUTE 52 Connecticut Line in Webster to two and one-half miles north of f
Webster / Oxford Town Line.
I ROUTE 53 -- Route 3 in Kingston to Route 18 in Weymouth.
ROUTE 60 -- Revere Street Revere to Washington Asenue, Malden.
ROUTE 63 -- Route 116 in Amherst to Vermont Line at Northfield. (One-half -
mile in Montague and one-half mile in Erving 'not State i
Highway).
ROUTE 67 -- Route 20 in Palmer to Route 9 in West Brookfield. (One-half mile in Warren not State Highway).
\\
e t'
12/31/86 720 CMR-106 -
r i
-l
720 CMR: DEPARTMENT OF PUBLIC uORNS
.t 4. contmued ROUTE 68 -- Route 101 m Gardner to Route 202 m Templeton.
ROUTE 70 -- worcester /Shrewsbury Town Lme to Route 62 in Clinton.
ROUTE 79 -- Fall Riser /Freetown Town Lme to Route 24 in Freetown.
ROUTE 80 - Route 44 m Pipnouth to two and one-half north - of Plymouth /Kingston Town Line.
ROUTE 88 -- Horse Neck Beach m nestport to Route I-195 Westport.
ROUTE 99 -- North End Alford Street Br2 age Boston to Route 1 in Saugus.
ROUTE 102 -- Route 20 in Lee to New York Line at West Stockbridge. (One I
mile m Stockbridge not State Highwa)).
l ROUTE 103 -- Rhode Island line at Swansea to Route 6 in Somerset.
I s
ROUTE 105 -- Route 6 in Marion to Acushnet/ Rochester Town Line. Route 18 f
in Lakesille to Route 106 Hanson.
l i
ROUTE 107 -- Route 60 m Res ere to Saugus/Lynn Town Line.
From L>nn/ Salem City Line to two miles north of L>nn/ Salem City Lme.
ROUTE 110 -- Route 12 in West Boylston to Sterling /Clinton Town Line.
Harvard /Ayer Town Line to Route 4 in - Chelmsford.
Lowell/Dracut Town Line to Methuen/ Lawrence Line. From Lawrence /Methuen Town Line to Route 125 in Haverhill. From Route 108 in Haverhill to Route 1 in Salisbury. (Three miles in 1.owell, one-half mile in Chelmsford. one mile in Merrimac, one-half mile m Salisbury 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. From Route 9 in Coshen to four smies north of Shelburne/Colram Town Line.
ROUTE 113 - Route 3 in Tyngsboro to Route I-93 m Methuen. (Two miles in Dracut. three miles in Lowell not State Highway). From Haverhill/Croseland Town Line to one mile east of Route I-95 in New buryport.
ROUTE 114 -- Route 128 in Peabody to Route I-495 in Lawrence.
ROUTE 116 -- Route 191 in Chicopee to Route 112 in Ashfield. From Cheshire/ Adams Town Line to Route 8 in Adams. (Three miles in Chicopee/Holyoke. one mile in Amherst not State Highway).'
ROUTE 119 -- Route 2 in Concard to New Hampshire Line at Ashburnham.
(Two miles in Grotnn not State Highway).
ROUTE 121 -- Rhode Island Line at Wrentham to Route 1 A in Wrentham.
l 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 mile east of Worcester /Paxton Town Line to one mile north of Route 2 in Orange). (One mile in Barre not State Highway)..
ROUTE 123 -- Route 18 in Abington to Route 138 in Easton. (Two miles in Brockton not State Highway). From Route 140 in Norton to Norton/Attleboro Town Line.
4 12/31/86 720 CMR-107
34 1
720 CMR: DEPARTMENT OF PUBLIC WORKS P
7.14: cont mued ROUTE 125 -- Route 1-93 in Wilmington to Two Miles North on North Andoser/Haserhill Town Line.
ROUTE 126 -- Route 16 m Holliston to Route 135 Frammgham.
ROUTE 127 -- Two Miles East of Route 1 A m Beserly to Route 133 in Gloucester (One Half Mile m Manchester not State Highway).
j l
ROUTE 128 -- Route 3 in Bramtree to Route 127 m Cloucester.
ROUTE 131 -- Connecticut Line at Dudley to Route 20 in Sturbridge. (Three Miles m Sturbridge not State Highway).
ROUTE t32 -- Two Miles South of Route 6 Barnstable to Route 6 A Barnstable.
ROUTE 133 -- Route 127 in Cloucester to Route 1 A in Ipswich (One Half Mile m Esses not State Highwa)).
ROL'TE 135 -- Route 16 in Wellesley to Natick/Framingham Town Line. (One and One-Half Mile in Natick not State Highway).
ROUTE 1J8 -- Route 6 m Somerset to Milton / Boston Town Line. (Four Miles m Taunton One Half Mile in Stoughton not State Highway).
ROUTE 139 -- Route 3A in Marshfield to One and One Half Miles West of Hanoser/Rockland 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 Fosborough. Two Miles in Franklin not State Highway).
I ROUTE 146 -- Rhode Island Line at Uxbridge to Route 20 Millbury.
ROUTE 159 -- Connecticut Line at Agawam to Route 147 in Agawam.
ROUTE 169 -- One Mile South of Southbridge/Charlton Town Line to Route 20 Charlton.
ROL'TE 177 -- Dartmouth/Westport Line to Rhode Island Line at Westport.
ROUTE 183 -- Route 7 in Great Bartmgton 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 Route I-93 in Methuen to Route I-495 in Methuen.
' l FOUTE 225 -- One Mile South of Route 128 to Bedford/Carlisle Town Line.
J (Two Miles in Bedford not State Highway).
ROUTE 1A -- 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 Resere/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 Benerly to Newbury/Newburyport Town --
[
Line. (One Mile in Ipswich not State Highway).
/
ROUTE 2A -- One Mile West of Route 3 in Arlington to Route 122 in Orange.
12/31/86 720 CMR-108 a
~ ~ _.,
_fr.
720 CMR: DEPARTMENT OF PUBLIC WORKS l
7.14: continued Also Two Miles in Creenfield and One Mile in Shelburne. (One and One Half Miles in Concord. One Mile m Ayer. Four Miles m Fitchburg. Two and One Half Miles m Athol not State Highwa>).
ROUTE 3A -- One Mile North of Bourne /Plpnouth Town Line to One Mile North of Wermouth/Quincy Town Lme. From Route 128 m Burlington to New Hampshire at Tyngsborough. (One Mile in Billenca. Two Miles m Lowell One and One Half Miles m Tyngsborough not State Highway).
i ROUTE 6A -- Route 6 m Orleans to Cape Cod Canal. (One Mile in Bamstable -
not State Highway).
ROUTE 7A -- Connecticut State Line in Sheffield to Route 7 in Sheffield and an attemate for Route 7 in Lenox (One and One Half Miles not State Highwas).
ROUTE 28A -- Route 28 in Falmouth to Route 28 in Bourne.
ROUTE 114 A--
An alternate for Route 114 m Seekonk. (Route 114)
ROUTE 122 A-~
One and One Half Miles South of Worcester / Holden Town Line to Route 122 m Rutland. Also 0.3 Mile East of Route 146 in __
Millbury.
ROUTE l-86--
The Connecticut State Line at Holland to Mass. Tumpike in x
Sturbndge.
ROUTE l-91--
The Connecticut State Line at Longmeadow to the Vermont Line at Bernardston.
ROUTE I-93--
Route 128 in Braintree to the New Hampshire Line at Methuen.
ROUTE l-95--
Rhode Island Line at Attleboro to Route 128 in Canton and is coincidental with Route 128 to Route 1 in Lynnfield.
ROUTE l-195--
Rhode Island Line at Seekonk to Route 25 in Wareham.
ROUTE l-290--
Mass. Tumpike in Auburn to Route 1-495 in Marlborough.
ROUTE l-291--
Route 1-91 at Springfield to Mass. Turnpike at Chicopee.
ROUTE I-295--
Rhode Island Line to Route I-95 in Attleboro.
ROUTE l-391--
Route I-91 in Chicopee to Route 116 in Chicopee.
ROUTE l-495--
Route 1-95 in Foxborough to New Hampshire Line at Salisbury.
{
12/31/86 720 CMR-109
~
.... L
l s 720 CMR: DEPARTMENT OF PUBLIC WORKS 1
i t s: Attachment B: Apphcation for Permit to Mos e Reducible Loads in Escess of Lep! Limus anc GVu R s
CWNa fs ArTLicAfton rot A trax 1T to icvs i
f es,.,neen et restie verse ioniser, ee mese eenicipe m izu msnEXCtssOr gee %e 9t. Seetra. MA Ollie N LtM W AfrD FOR A C M teTT t L. aEJDEL l$ AA L AML1 3.
DODEL eAME 90 a0
- 4. ITPk ISAALIAQ Sot 1 C
- 3. VialCLB 4.4. e0.
TMDCE C TEACTOR C fBM1.UEIT C L cuan C8 4.LMLS J. PSDt1 W88
- 5. 36. Of A3143
- 3. A3&I3I1ATIDs so.. Start ne. aouetss-40. e ST3 Art 64w513L45)
- 44. Ame6438-se. 4 81143T (1131DDLT)
- 14. (4f1/ruus s tart 81)
Pues
- 43. C4ft/1gua stAIS 44F Lt. lesn11
- 63. namf acit1Et on actst
- 14. &&ctu&-so. 4 AfAAg1
- 17. ADDet.56-e0. 4 $f1111
- 15. Citt/twu a tATI lif
- 49. G3T1/IDWM SIA!1 117
- 45. Ae015T1AG G10td W1&&s!
- 31. PfAM11 WRIGrt as.aital
- 28. DVSAA&L L.Emitt et TRA4CLR 1), ettaALL Wurtu or vtalCLE
- 16. D1814ACJ CDTEAList TD CtrinLIBE EETEDS AILAS
- 83. IDi4 FEImit 18 80DCET FOR s
f e4ee esaseesmes een passeseale 67 Flee.1setteeuseet, se tota. !be Doestelsesd tereby eatetty that s!! Lefermettee gestaleed to Gle deslicetfee is treejgigejteg1_to_3pft tf t%{t,,,,)?e gl3(gg end belief.
- APPLICANT e CERTitlCAT305==
1 hereby fessber dealere sneer peeelstes preelded by Seeerst to.e Chapter 90 9estles 199. that se n. 6.se es er knessesse se atenessee 6en 6.se eede te iAsa ochsese enset =ess tend te
/
resece ibe sesd snu natene estans easte8 end shes the etaste. sates. usese, esse. 6est.
esseries neePeeense, med esepene tes eyessus ese estaastaed le seed steer.
Carm1R 081JJsts massa 18&ge)
PRIIr? OR TTFS NAMS TITLS Aalp DAT3s
APPL!rasY se ser corr 1III IIL47
Caos8 vtalCLE wt1CJrf AATING la POUseDe Ad PhovictD SI AhmUFACTV8AA CA 175 AEP AASEW7 A2175 At TME TIME OF MAJIUFbCTURS theen seen Resed en then eervest esta abeets O ne ei se AP,isee.le T....e.t. af Trese,e taisse tiende,de femenfatterer's llame and Addrese tepreeestatives (if anyt name and Address Petese Manie$ Certif tsatten ($1gni Frist er Type e (If pasAle to obtala Manuf acterer's CVrt, attach statseest from sold Ramefectoret gittag ressees utty it caneet provide such a rating.)
$** h*gtester's ret tag belee.
APPLICAET DO SOT COEPLtil SEL99==
e.
= 9tP&tTRtff 0F PttLIC #0113 A99 R1913791 fft? -
e cadE8 ftE1CLA W4tCET S&TTES AS Pt23C12389 ST TW RElfftaa LtB.
hete basesud Titts PtaMIT 18/18 mot 18strgp To fat Atort vtsIC13 Pos LRS.
IF TTE Ptsut2TTED VF33C12 38 A 8EM1TRAILEA DE TRACTOR !? MAT St COM8!NED Aa A SERITIIIIII"DEIT WITE A PE38(37 WEICWT SQUA1 TO Tut LESSIk 0F T1r8 COMBINED Pt51487719 CVWR's 04 TMS SUM OP fut PR3st!?TED W11CRTS OF TER T180 Ctm31stD YtnICL23. Is NO EVENT TO DCERD Las CR088 WITE A M25tates CF AXLES.
TWIS Pt AAIT AUT30RItta TAAVEL CII ANT STATT"ITURWAT LISTED 15 TEE ATTACEED IMICRATID FTATS EXClankTS AND 000 TEROUG8 DOUTE 8 DE81 CRATED ST TWE DEPARTMENT. TRI ATTACBED LIST AJID TSIS ttRRIT IUD 8T 95 CAA11ED WITH TSR YERIC1.8 AT ALL TIMEJ. TWIS PT9543T DOES BUT AUTWORJts TRAvtL ovre AJrY talDEE. CULVta? On ST&OCTUt3 POGTED Foa artfCET t.238 ftAs Tus WE30NT OF SAID VENIC12 AND 14AD. u0 Mov3m0 SSTWEEN NIDRIGNT SATumDAT AND mtcu1Cr? SimeAT.
Dru PERMIT MO.
DATE 188USD/ DENTED DATE EXP!R28 CDEMIS830MER OF PUBL3C WORES tram 38838LE LaGAL walCat? Nt1150UT Pt38417 WIT FS2MIT PE2 WETSNT Ftlett? FR3 PLID FTICEEA 180.
FIN.TR. 110 krcttTRAR OF MOTCS VIEICLES C12RE DATS FtRMIT WUT VALID UrTIL STAMFED CB 8 3rJED RI CDPet!$$10eIIA Cf FVBLIC WOaK3 AND RECitTAAS OF PDTOR VERICLES on Tatta OtJICKEES.
EMD-089 i
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12/31/86 720 CMR= 110 l
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t 720 CMR: DEPARTMENT OF PUBLIC WORKS I
.16 Attachment C: Star.dard Permit Parameters -- Reduable Loads 1
The following diagram shows periets sible d;-.sg is,sdings. tale spacings, vehicle widths and nw.ber of tires for three, rour and five er more axled vehicleil, for vehicles with greater :tessf loadings or lesser spacings, greater or lesser widths or lesser numbers of tirse, t.he information j
requested in the supplemental Infor nation Torin on the reverse side of thle I
4 cheet or such additional information as the Department may require aunt be furnished. In those special cases where the Department requires the completion of *.he suppiamental information form or the submittal of any additional inf ormation, more time may be required to analyse and evaluate the ef f ect of t.hese vehicles and loads on brideas. atructures and sevements.
1 l.tiu.DSTAutta 15 4*
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+
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12/31/86 720 CMR-111 i
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720 CMR: DEPARTMENT OF PUBLIC h0RKS 7 17: Attachment D Supplemental information Form
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i 12/31/86 720 CMR-112 l