ML20058N120
| ML20058N120 | |
| Person / Time | |
|---|---|
| Site: | 07109256 |
| Issue date: | 10/05/1993 |
| From: | Chappell C NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| To: | Thayer J YANKEE ATOMIC ELECTRIC CO. |
| References | |
| NUDOCS 9310080034 | |
| Download: ML20058N120 (20) | |
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4 DCT 0 5.1993 l
STSB:NLO 71-9256 Yankee Atomic Electric Company ATTN: Mr. Jay K. Thayer j
580 Main Street-Bolton, MA 01740-1398
Dear Mr. Thayer:
1 This refers to your application dated April 12, 1993, as supplemented, requesting a Certificate of Compliance for the Model No. YNPS Steam Generator package.
Enclosed is a letter which we received on October 5,1993, from the Federal Highway Administration. The letter contains comments on the roadway evaluation included in your submittal dated August 2,1993.
Please note that the letter from the Federal Highway Administration recommends a meeting at their division office in Boston to discuss the comments with you.
Sincerely, Cass R. Chappell, Section Leader Cask Certification Section 1
. Storage and Transport Systems-Branch Division of Industrial and Medical Nuclear Safety, NMSS
Enclosure:
As stated DISTRIBUTION:
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DATE 10/ 6/93 10/ C /93 C = COVER E = COVER & ENCLOSURE N = NO COPY OFFICIAL-RECORD COPY i
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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 nost 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 participate and assist in this project.
The broader involvement should help 1
minimize the risk of roadway incidents during these movements of hazardous materials.
Sincerely yours, EECD $[~ Q5 Ifd Howard C.
Hanna Chief, Safety Technology and Information Management Division Enclosure i
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O Memorandum USDepartment of ironsportonon Federal Highway Administration Yankee Atomic Energy Plant September 30,1993 Donald E. Hammer Division Administrator a*cv 'o HBR-MA Cambridge, Massachusetts
^""o' R. Clarke Bennett HHS 32
'o 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, wm 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 wheelloadmgs during the trip. This is a critical criteria.
4.
Etisting 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' legalload 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.
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. 8.
On page 37 items 5 and 6same 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.
11.
Weld sizes are not shown. De use of stitch welding is questioned.
12.
How were the wheel distribution factors determined?
13.
ne line of action of the wheelloads is at the edge of the backwall. To prevent any drainage the blocking should be such as to distribute the imposed load adequately.
Pg.13 of calculations-The maximum bending moment produced by moving concentrated loads 14 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 tlie 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 wiB the bending in the transverse direction have on the bridge. Should the temporary bridge be treated as a flat plate.
i 19.
Page 24-ne first pangraph needs more explanation were sections fully welded. Was welding checked. Did welding conform to AWS.
We have also sought comments from the Mnttachusetts Highway DepaItment. Comments, dated September 30, of their Bridge Engineer are attached, jGk.rh.?/k&gn Hiram Pearlman, P.E.
Division Bridge Engineer 4r Attachment
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M Y WilhamF Weld Argeo PaulCellucci James) Kerastoles launnaa i Bedmpfiela Gwcr L:eureunt Goemor we:yy Convnissicner September 30, 1993 l
Mr. Donald E. Hammer Division Administrator Federal Highway Administration 55 Broadway, 10th 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 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 i
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 i
bridge, however we do have comments for your considcration 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 Highway Department-Celebrating 100 Years
- 1993 Ten Park Plaza, Boston MA 02116 3973 * (617) 973-7500 i
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SEPTEMBER 30, 1993
.,PAGE 2 OF 2 An evaluation o' f the stability of the slope in the vicinity of 3.
j 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 i
type of structure consisting of rotted timbers.
All computations (including computer input files and printouts) for the slope l
stability analyses should bei submitted such that these calculations can be reviewed.
5.
For your - information. the Department is planning a major j
reconstruction of River Road which is scheduled-to advertise for bids in the fall of 1994.
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A Please feel free to contact us;with'any question you may have.
Sincerely,
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- Gill, P.E.
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JPG/jg Michael Swanson
.. Chief Engineer cc:
Hiram Pearlman - FRWA Nabil Hourani - Geotechnical Engineer i
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720 CMR; DEp ARTMENT OF PUBlic WORKS 4
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l 720 CMR 7.00:
PERstfT POLICY AND PROCEDURE ON OVCRWEICHT VEHICLES CARR{JNG REDUCIBLE LOADS Section 7.01: Purpose 7 02: Geheral provisions 7.03: Definitions 7.04: When a Permit 15 Required 7.05: Apphcation for a Permit 7 06: Approval or Disapproval of Permit Applications 7.07: Conditions and Umstations 7.08: Admmistratise Hearing 7.09: Revocation of a Pe:Tnit 7.10; Waiver j
? 11: Amendment l
7,12: Effective Date 7.13.
Severability 7.14; Attachtnent A: Ust of Massachusetts State Highways
- 7. t S; Attachment B: Application for Permit to Mose Reducible loads in Excess of Legal Limits and CVWR J
7 16: Attachment C: Standard Permit Parameters -- Reducible loads 7.t?-
Attachment D: Supplementallnformation Form
? 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 t!us l
policy and the issued permit eusts the conditions and restnetions in the issued h
permit will preval. unless othenvise provided hetein.
The legal weights of vehicles authonzed to operate on the ways of the i
Comrnonwealth without a special permit are defined by Statute under the Massachusetts General Laws. Chapter 90. Section 19A and Chapter 85. Sections l
30 and 30A.
Where these statutory weights are cucceded the Commissioner of Public Works may issue permits for travel on State Highways and ways determined 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 statutonly allowable weights.
It ts the Department's intention to provide permits to those vehicles and loads to which sound engineenng warrants issuarice 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.C.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, batlees and lessees of motor vehicles. tractors, trailers, semi-trailers and semi-trailer units who operate or seek to operate said vehicle (s) while carrying reducible loads upon any state highway or way determined by the Department of Public Works to be a thtuugh mute.
7.03: Definitions Department. The Massachusetis Department of Public Works.
Cmss Vehicle Weight Rating. The gross vehicle weight rating established by a manufacturer, or where the manufacturer is isiwit!!ng or unable to so establish the 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.
12/31/86 720 CMR-99
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720 CMR: DEPART % TENT OF plaBLIC WORNS 4
7.03. continued irreducible Load. Any obiect or load mcluding the transportmg.ehicle whose gross weght' or dimensions when loaded has been reduced to a practical mirumum as determmed by the \\lamtenance Ertgmeer.
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Motor Vehicle. All sehicles constructed and designed for propulsion by power other than muscular power includmg such sehecles when pulled or towed b) i l
another motor schicle. except railroad and railway cars. vehicles operated by the system known as trolley motor or trackless trolley under chapter one hundred and sixty-three or section ten of chapter lise hundred and forty four of the acts of nmeteen hundred and forty-sesen. schicles runn og only upon rails or tracks.
j vehicles used for other purposes than the t ransportation of property and incapable of bemg dresen at a speed exceedmg twelve miles per hour and which j
are used esclusively for the building. repair and mamtenance of highnap or designed especially for use elsewhere than on the travelled part of ways, wheelchairs owned and operated by smalids and schicles 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 herein de fined.
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Reducible Load. Any load or object mcluding the vehicle whose gross weig'it or cimensions can be practically reduced to a lesser gross weight or dimension as determined by the Maintenance Engmeer.
I 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 as
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carried by, the tractor, s
Semi-Trailer Unit. A motor unit composed of a tractor and a semi-trailer.
State Hiahway. For the purposes of these Rules and Regulations a State Highway is a way owned or controlled by the Massachusetts Department of j
Public Works.
a-t i
Tractor. A motor vehicle with or without a carrying capacity of its own but I
which as primarily designed and used for drawing another vehicle or for industrial or agrkultural purposes.
Trailer. Any vehicle or object on wheels and harms no motive power of its own.
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but which is drawn by or used in combination with, a motor vehicle, 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 in 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 schicles which are not disabled, not farm machinery or implemerits when used in I
t connection with the operation of a farrn or estate. nor any vehicle when towed 1
behind a farrn tractor and used in connection with the operation of a farm or estate.
10e 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.C.L. c. 90. s.19A and M.C1 c. 85. ss. 30 and 30A. In general a permit is required in the followmg instances:
(1) A permit is required to travel on state highways or ways deterrnined by the Department to be a thtuugh 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-traaler. or semi-trailer unit naving three or more axles which together with its load weighs more than 80.000 pounds.
(2) In addition. notwithstanding any thing provided in 720 CMR 7.04(1) and 7.04(2), a perrnit is required for any motor vehicle. trailer semi-trailer or semi-trailer unit which has a weight on any aale. measured on the ground. of more than 22.400 pounds, or if the axles are spaced less than six feet apart more
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than 18.000 pounds.
12/3I/86 720 CMR-100
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no CMR; DEP ARTMENT OF PtJBLIC ucORKS 7.04; contmued i
- 13) In aedition. notwithstanding any thing prouded in no CMR 7.04(t) and 7.04(2). a perimt is recuated fer any motor *.ehicle. trailer. semetrailer and semi-trailer unit where the overall gross weight on a group of two or mote consecutne ades exceeds the gross neignt (W) produced by computing the formula-d' 500 (LN,12N h36) ye N-1 (W = overall gross weight on any group of two or more consecutive axles to the nearest 500 pounds.1. - distance in feet betueen the extreme of any group of two or mor. consecutive axles. and N - number of axles in group under consideration. escept that two consecutive sets of tandem axles may carry a i
l gross load of 34.000 pounds each prewiding the overall distance between the first and last axles of such consecutive sets of tandem axles is thirty-sax feet or moreJ.
(4) Notwithstanding 720 CMR 7.04(1). 7.04(2) and 7.04f 3). the following vehicles may trasel on a way while engagmg an hauling construction materials. liquid pet roleum products or bulk feed without a permit. provided that the gross vehic!v meight at which they operate does not exceed the gross vehicle weight ratmg estabhshed by the origmal manufacturer of the chassis and does not l
exceed the weight for which the vehicle as duly registered in the Commonwealth of Massachusetts:
(a) a construction type motor vehicle with two axles which with its load does not exceed 46.000 pounds:
l (b) a motor vehicle carrving bulk feed which with its load does not exceed S0.000 pounds:
(cl a construction type semi-trailer or motor vehicle having three axles carrving construction materials which with its load does not exceed 60.000 pounds;and Id) a semi-trailer unit or motor vehicle having three axles cartung 1.iquid petroleum products which with its load does not exceed 60.000 pounos.
105 ADolicatinn for a Penmt Redxible overweight load permit applications shall be subnutted in person or by mail on the forms provided by the Department. Forms submitted es person shall be accepted between the hours of 8:45 AM and 5:00 PM Monday through Friday. Forms can be obtained from and must be submitted to the Department Mamtenance Engineer.100 Nashua Street. Room 514 Boston. Massachusetts.
The time period for processing vi rpplication for a permit snali not began to rurt until a proper application properle completed is received by the Maintenance Engineer.
7 06: Approval or Disapproval of Permit Apolications D), Reducible lead. Reducible load permits may te granted to allow the operation of a motor vehicle together with its load 'or gmss weights up to 73.000 pounds for vehicles having three axles. 87.000 pounds for vehicles having four axles. and 99.rOO pounds for vehicles having five or more axles.
Triaxle vehicles wi'l be considered as a special type of vehicle and will be given permits for 73.000 pounds if they meet the marumurn 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 perm:ts to these vehicles for an additional one-thousand pounds up to a maximum of 77.000 j
pounds for a triaxle vehicle measuring 19'6" or greater in accordance with the i
following schedule:
15'4-Io 16'5". 73.000 pounds: 16 ' 6" to 17' 5'. 74.000 poundr.: 17*6* Io 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.
Permits will only authotize travel on specifically designated state highways or ways determmed by the Department of Public Works to oe through routes which have bridges, structures and pavements of a capar87 sufficient to indicate that
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12/31C6 720 CMR-101
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0 720 CMRi DEPARTMENT OF PUBLIC WORKS i
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7.06: continued
-. i they will be able to safely support vehicles of these weights on the aforesaid number of.ades. These specifically designated ways are enumerated m Attached A f'20 CMR 7.H) which is incorporated an and made a part of these nales and l
regulations.
These permats for travel over the designated wass do not under any circumstances allow travel oser bndges which are posted for a weight which is tess than the gross vehscle weight together with load which is then bemg carned.
No permit will be granted for a weight m excess of the weigtit for which said motor vehicle. trailer semi-trailer or semi-trailer unit is regtstered or in excess
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of its gross schicle weight rating.
pennits will be issued on an annual basis unless otherwise indicated on the permit. but the Departmeat specifically reserves the right to revoke any permit l
or clais of permits. notwithstanding any expiration date contained on the permit to.the contrary, when m its judgement and discretion public safety or sourid engmeenng judaement warrant.
The permit fee for such pennit shall be computed on the difference between i
the statutory weight allowable for that vehicle without a permit and the weight authonzed by the permit.
(21 Deleestion of Authoritv. Subject to the provisions contained m 720 CMR 7.08.
the approval or disapproval of permits shall be delegated to the Maintenance Engmeer of the Department of Public norks. He shall use these rules and regulations as guidelines in making determinations on permi applications. In addition, he shall make the final determination of whether a load is a reducible or irreducible load.
(3) Fonns and Certifications. Applications for reducible load permits will only s
be accepted on the Department of Public Works pennit form attached hereto as Attachment B.
If the vehicle for which the pennit is sought is withm the parameters. arat tolerances provided in Attachment C -- Standard permst j
parameters (7-., CMR 7.16) -- for loadings. axle spacings. wheel spacings and I
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 7.161 - for loadmgs.
axle spacmss wheel spacmss 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 withm the parameters and tolerances provided in Attachment C. adriitional case-by-case engineenng study and review will be required.. In such cues the applicant will be required to submit additional information on the form shotm in Attachment D the Supplemental information Form. (720 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
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on bridges. structures and pavements.
7 07: Conditiorts and 1. imitations The following conditions and limitations are of general applicability and shall apply to all permits issued by the Department for overwt.ght vehicles carrying reducible loads. The Departrnent 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 mad or during.a snowstorm. Skid chains shall be used on the vehicle from November t. to May 1. in case of an emergency ard installed wherever necessary provxied however that this section shall not be construed to prohibit vehicles deliverms et spreading sand or deicing j
salt, er vehicles scraping snow and ice frotn road surfaces.
1 (2) Reasonable precaution shall be taken to prevent damage to the madway 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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permit or these rules and regulations. the permittee shall be held maponsible for l
12/31/85 720 CMR-102 u
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720 CMR: DEp ARTMENT OF PilBl.lC WORKS I
1 7 07: contmued any damages.or iniury to persons or property or io any bridge due to or resultmg from the operation of the vehicle.
i (31 Permits are issued for registered vehicles only and vehicles shall be i
l registered for the total gross weight of load and sehicle. except for certain off-highway earth mosang type vehicles which in special cases may be granted a permst to mose within J00 yards of the construction site without being registered. (M.C.L c. 90. s. 91 (4) Vehicles exceeding the Statutor) Limit may be restncted from State Highways where. in the opiruon of the Commissioner of Public Works the safety of the traveling public is compromised.
t (5) According to rules and regulations adopted by the Department of Pubhc i
Works under the provisions of M.C L c. 85. s. 2. no vehic!c transporting any i
dnagerous article shall be operated within the tunnel of the lohn F. l'attgerald i
bpressway located beneath Dewey Square m the City of Boston.
(6) Permits are issued with the understanding that the vehicle is properly registered 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 Commiss:on and any other authorized Public Agency are complied with.
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(7) So-called double or tandem trailers will not be permitted on any state t
highway or through route. Only one trailer or semi-trailer will be attached to a s
tractor.
(B) No vehicle shall operate at any time with a gross weight in excess of the l
l gross weight for which such vehicle is registered. (hcept as provided in 720 CMR 7.07(3). off highmay earth moving eqwpmentJ (9) All operators of vehicles subject to these Rules and Regulations shall obey t
all bridge posting signs. No vehicle is to be operated on or over a bridge when f
that vehicle is carrymg a gross weight including vehicle and load in excess of the weight for which that bridge has been posted.
i (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 i
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 Commiss,ioner or his designee may detennine.
(it) Notwithstanding any of the foregoing all State and Federal laws and Rules shall be obeyed.
7 08: Admmistrative Hearine Ariy person aggneved 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 workinc days of receipt of said permit derual or other application or interpretation of these rules. De Cormnissioner of Public works shall designate a hearmg offai.et to t
l hear the appeal and render to the Commissioner a report and recommendation as to the disposition of the tppeal. The final determination and decision on the i
appeal shall be made by the Commissioner.
7.09: Revocation of a Permit (t) Summary Revocation. If the Registrar of Motor Vehicles revokes the permit sticker and reducable load perrrut certific, ate issued to the owner or lessee for a second or subsequent conviction within twelve months of a violation of M.C1 c. 90. SS.17.19. or 19A. the Department of Public Works. upon receiving
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e' notification of such action from the Registrar shall immediately, revoke the i
12/31/86 720 CMR-103 I
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4 720 CMR: ' DEpARTVENT OF PU51LIC tVORKS 7.09. continued i
pernnt issuec for such vehicle to such ommer or lessee. and no new pettnit for such vehtete shall be issued for a period to be dNnnu ed by the Department but wfuch will be not less than 90 days. A permit sha.i also be emmediately revoked after a conuction for makmg knowmg and willful false statements or vehicle alterations as prouded by M.C,L c 90. s.19D. or for any other reason prouded by law.
(2) Revocation with a Hearine. The Department may suspend or resoke. for cause. any permit which at has issued af ter a prior hearing. In the event of such a revocation the Department shall forthwith notify the Registrer ef Motor Vehicles so that the Registrar can revoke the permit sticker and certificate issued to that vehicle. The ommer or lessee of the vehicle shall immediately I
remove the permit sticker from his vehicle.
(3) Surrender upon Revocation. Upon revocation of any permit of class of permits as provided in 720 CMR 7.09(1). 7.09(21. 7.06(T) or any other provisions of these regulations or any law, said permit or permits shall be immediately
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surrendered to the Department of public horks.
i i 10: Waiver These Rules and Regulations or any portion or portions thereof may be waised by the Commissioner of Public Works if after consideration of the iacts involved it is his judgement that a particular situation warrants such waiver.
7.11: Amendment t
These Rules and Regulations may be amended from time to time in accordance with the applicable provisions of M. C. L c. 30A.
t 12: Effective Date These Rules and Regulations shall take effect when filed with the Secretary of State and shall remain m effect until repealed. amended or replaced by other j
Rules and Regulations.
1L1h Severability t
if any provision of these regulations cr the application thereof is held to be invalid. such invalidity shall not affect other provisions or the application of any port 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 Hlahways Vehicles operating under reducible load permits may use the following state highway soutes. except that they may not travel over bridges potted for loads less than the gross load then being carried. They may also travel over routes designated as thmugh mutes by the Department of Pubik: Works.
j 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 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 Line at Tyngsbomugh.
12/31/86 720 CMR-104 I
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DEPARTNtENT OF PUBLIC WOAKS
)
- 7. I 4: continued i
5 ROUTE 5 -- tangmeadow/ Springfield Town Line to Vermont Line at 1
Bemarduon (one and one-half miles m Holyoke and one and i
2 one-hatimiles in Northampton and two miles in Creenfield not StMe Inghway).
g i
ROUTE 6
-- Rhode Island Line at Seekonk to Somerset/ Fall Roer Town l
I Line. Fall River /Westport Town Line to Dartmouth/New i
Bedford Town Lme. One male west of New Be<tford/Fairhaveri Town une to Cape Cod Canal at Boume. (one mile m Wareham not State Highway). Fmm Cape Cod Canal in Boume to Provmcetown.
2 ROUTE 7
-- Connecticut Line at Sheffield to Vermont Line at W.lliamstown. (Two miles m Crest Barrington. one-half mile m
{
Stockbndge. five miles m Pittsfield. one mile m Williamstown i
a not State Highway).
l ROUTE B -- Connecticut Line at Sandisfie'd to Vermont Line at
}
Clarksburg. (nree 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 in 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/Wittiamsburg l
l Town Line to two and one-half miles west of Dalton /Pittsfield Town Une.
i ROUTE 10
(
- Connecticut Line to the Southwick/Westfield Town Line. From i
Mass. Tempike in Westfield to New Hampshire Line at l
Northfield. (One and one-half mile in Easthampton. three miles in Northampton. two miles in Creenfield not State Highway).
ROUTE 12 t
-- Connecticut Line at Dudley to Aubum/Woteester Town Une.
(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 m i
West Boylston. one-half mile in Sterling. three miles in L ominster, six miles in Fitchburg, two miles in Winchendon not e
S ate Highway.
ROUTC 15
-- Connecticut une in Holland to Route 20 in Sturbridge.
ROUTE 16
-- nree miles east of Holliston/Milfot1f Town Line to two miles west of Holliston/Milford Town Une and from Hope i
dale /Mendon Town Line to orie mile west of Men-don /Uxbndge Town Line.
ROUTE 18
-- New Bedford/Freetown Town Line to Route 53 in Weymouth.
(One mile in Bndgewater not State Highway).
ROUTE 19
-- Connecticut Line at Wales to one and one-half miles north of Wales /Brimfield Town Line.
ROUTE 20
-- One mile east of Watertown/Waltham Town Lme to New York I
Line at Hancock. (Two miles in Waltham, one mile in Marlborough. one and one-half miles in Palmer. six miles in Spnngfield, two miles in West Springfield. two miles in i
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 Barnngton Town Line to New York Line at t
g Egremont. (One and one-half miles in Creat Barrington not Stata Highway).
12/31/86 720 CMR-105 L
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0014 < 020 720 CNR:
DEPARTAtEAT OF PLBUC WORKS
? 14: continued ROUTE 24 -- Rhodo Island *_me at Fall Riser to Route 128 m Randolp ROUTE 23 Route 24 in Rainham to Route 6 in Wareham.
ROUTE 27 Route 18 m Whuman to nhttman/Brockton Town Line. F Route 24 in Smckton to two miles north of BrocktoniStoughton Town 1 ine.
Fmm Route 495 in Chelms-ford to Chelmslord/Lowell Toon Line.
ROUTE 28 -- Route 6 in Orleans to Cape Cod Canal in Boume. (One an one.ha!f miles m Falmouth not State Highway).
Cod Canalin Boume to two nutes north of Qumcy/M4lton TownFrom Ca Line. (Two and one-half miles m Brockton not State Highway).
Medford/Stoneham Town Line to New Hampshire Lme at Me thuen.
(Two miles m Stonehatn. one mile in Reading, one and one-half miles m Andover, three miles m Lawrence one mile m Methuen not State Highway).
ROUTE 30 -- Mass Turnpike in Framingham to Southborough/Westborou Town Line. (Two miles it Southborough not State Highwan. gh ROUTE 3t --
Route 20 in Charlton to one mile north of Mass. Turnpike.
From one mile north of Route 2A in Fitchburg to Route 119 in Ashby.
ROUTE 32 s
Connecticut Line at Monson to Ware /Hardwick Town L and one-half miles m Monson. one and one-half miles in Palmer. two miles in Ware not State Highway).
122 m Petersham to Route 2A m Athot From Route ROUTE 33 -- Route 141 m Chicopee to Chicopee/ South Hadley Town Line.
(
ROUTE 37 -- Brockton/Holbivok Town Line to one mile north o tree /Quincy Town Line.
ROUTE 38 Route 28 in Somerville to one mile in Medford. From Rout 128 in Woburn to Route no m Lowell (One-half male in Woburn. one-half male in Wilmington. one mile m Lowell not State Highway).
ROUTE 41 Connecticut Line at Sheffield to Route 7 in Great Barrington.
From Route 102 in West Stockbndge to Reute 20 in Pittsfield.
ROUTE 43 Route 7 in Williamstown to Route 2 in Williamstonti.
ROUTE 44 -- Route 58 in Carver to Rhode Island Line in Seeko one-half miles in Taunton rnt State Highway).
ROUTE 49 Route 20 in Sturbridge to koute 9 in Spencer.
ROUTE 52 Connecticut Line in Webster to two and one-half miles north of Webster / Oxford Town Line.
ROUTE 33 - Route 3 in Kingston to Route 18 in Weymouth.
1 ROUTE 60 Revere Street Revere to Washington Avenue. Malden.
i ROUTE 63 R.oute 116 in Amherst to Vermont Line at Northfield. (One-half mile in Montague and one-h.lf 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).
r 12/31/86 720 CMR-106
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, 10.03.<93-16:23
.17:02 366 2249 HHS&lrD
@013/020
[
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l I
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DEPARTME.\\T OF PUBLIC WORKS k
(
f
.14. continued l
l ROUTE EB. -
(
Route 101 in Cardner to Route 202 m Templeton.
ROUTi'. 70 Worcester /Shrewsbury Town Line to Route 62 in Clinton.
ROUTE 79 - Fall RiveriFreetouw Town lme to Route 24 in Freetoun ROUTE 80 Route J4 in Plymouth to two and one-hall north of i
Plymouth /Kingston Town Line.
i ROUTE 88 i
Horse Neck Beach in Westport to Route 1 195 Westport.
?
ROUTE 99 - --
North End Alford Street BrWge 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 Eghwayl.
t ROUTE 103 '--
Rhode Island line at Swansea to Route 6 m Somerset.
i ROUTE 105 -- Route 6 in Marion to Acushnet/ Rochester Town Lin in Lakeville to Route 106 Hanson.
i a
)
ROUTE 10-Route 60 in Revere to Saugus/1.ynn Town Line. From i
i Lynn/ Salem City Line to two miles north of Lynn/ Salem City Line.
ROUTE 110 -- Route 12 in West s
Harvard /Ayer TownBoylston to Sterling /Clinton Town Line.
Line to Route 4 in Chelmsford.
j Lowell/Dracut Town Line to Methuen/ Lawrence Line.
Lawrence /Methuen Town Line to Route 125 in Haverhill. From From Route 108 in Havertu11 to Route 1 in Salisbury. (Three miles in l
inwell. one-half mile in Chelmsford, one mile in Mernmac.
j one-half mile m Salisbury not State Highway).
i 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 Goshen to four miles north of Shelburne/Colrain l
Town Line.
1 ROUTE 113 Route 3 in Tyngsboro to Route 1-93 in Methuen. [Two miles in Dracut, three miles in Lowell not St.te Highway). From l
Haverhi!!/Groveland Town Line to one mile east of Route I-95 i
in Newburyport.
ROUTE 114 Route 128 in Peabody to Route I-495 in Lawrence.
ROUTE 116 l
Route I-91 in Chicopee to Route 112 in Ashfield. Ficm Cheshire/ Adams Town Line to Route 8 in Adams. (Three miles
(
in Chicopee/Holyoke, one mile in Amherst not State Highway).
i ROUTE 119 Route 2 in Concord to New Hampshire Line at Ashbumham.
- (Two miles m Croton not State Highway).
ROUTE 121 Rhode Island Lme at Wrentham to Route 1 A in Wreatham.
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 Wercester/Paxton Town Line to one mile north of Route 2 in Orange). (One mile in i
Barre not State Highway).
l ROUTE 123 - Route 18 in Abington to Route 138 in Easton.
(Two miles in -
I Brockton not State Hist.way).
(
Norton/Attleboro Town Line.
From Route 140 in Norton to I
l I
12/31/86 i
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7.14: continued ROUTE 125 * -- Route I-93 in W Imangton to Two Miles North on North Andover/Has erhill Tom Lme,
~ ROL*TE 126 -- Route 16 m Holliston'to Route 135 Framingham.
t a
ROUTE 127 Two Miles East of Route 1A m Beserly' to Route IJ3 m Cloucester (One Half Male m Manchester not State Highway!.
ROUTE 128 -- Route 3 in Bramtree to Route L27 m Cloucester.
i j
ROUTE 131 -- Connecticut Line at Dudley to Route 20 in Sturbridge. (Three Miles in Sturbridge not State Highwan).
ROUTE 132 -- Two Miles South of Route 6 Bamstable to Route 6A Barnstable.
ROtJTE 133 -- Route 127 in Cloucester to Route 1 A in Ipswich (One Half Mile
{
in Esses not State Highway).
ROUTE 135 -- Route 16 in Wellesley to Natack/Frammgham Tom Line.' (One
{
and Or.e-Half Mile in Natick not State Highway).
t ROUTE 138 Route 6 in Somerset to Milton /80ston Town Line. (Four Miles in 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 Une to One Half Mile W
East of Route 122 m Grafton (Four Miles in Taunton. One Mile in Foxborough. Two Miles in Franktm not State Highwall.
{
i ROUTE 146 -- Rhode Island Line at 1:wbridge to Route 20 Millbury.
ROUTE 159 -- Connecticut Line at Agawam to Route 147 in Agawam.
t ROUTE 169 One Mile South of Southbridge/Charlton Town Line to Route 20 Charlton.
ROUTE 177 - Dartmouth/Westport Line to Rhode Island Line at Westport.
ROUTE 183 - Route 7 in Great Barrington Northerly One Mile.
ROUTE 193 Connecticut une at Webster to Webster Town Cap.
l ROUTE 197 Connecticut une 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 1-93 in Methuen to Route I-495 in Methuen ROUTE 225 -- One Mile South of Route 128 to Bedford/Carlisle Town Line.
l (Two Miles in Bedforti not State Highway).
ROUTE 1 A Route 1 in North Attlebom to Route 128 and Route One in i
Dedham (One Half Mile in Walpole. One Mile in Norwood not State Highway). North End of Callahan Tunnel Boston to 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).
l
{
ROUTE 2A One Mile West of Route 3 in Arlington to Route 122 in Orange.
12/31/86 720 CMR-108
4-
. 10ro$e93 14:24 S202 366 2249 HHS&HTV 1
13 017/020,,
1
?
j 720 CMR: DEPART \\ TENT OF PCBLIC WORKS 4
l i-7.14: continued i
~, Also Two viles m Creenfield and One Mile in Shelbume. (One and One Half Miles en Concord. One Mile in Ayer. Four Miles an "l
Fitchburg. Tuo and One Half Miles in Athol not State Highway).
i ROUTE 3A -- One Male North of Soume/ Plymouth Town Line to One Mile j
North of Wepneuth/Qumcy Town Line. From Route 128 m j
i Burlington to New Hampshire at Tyngsborough. IOne Mile in i
Billenca. Two Miles m Lowell. One and One Half Miles m i
Tyngsborough not State Highway).
d ROUTE 6A -- Route 6 in Orleans to Cc;.e Cod Canal. (One Mile in Bamstable j
not State Highway).
e ROUTE 7A -- Connecticut State Line in Sheffield to Route 7 m Sheffield and I
an attemate for Route 7 in Lenox (One and One Half Miles not State Highwa3).
ROUTE 28A -- Route 28 in Falmouth to Route 28 in Boume.
1 ROUTE 114 A--
An attemate for Route 114 in Seekonk. (Route 114) l 4
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 j
Millbury.
l ROUTE l-86--
The Connecticut State Line at Holland to Mass.Tumpike in s
Sturbridge.
I ROUTE l-91--
The Connecticut State Line at Longmeadow to the Vermont i
Line at Bemardston.
ROUTE l-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. Turnpike in Aubum to Route 1-495 in Marlborough.
ROUTE I-291--
Route l-91 at Springfield to Mass. Tumpike 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 L!ne at Salisbury.
4 i
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12/31/86 720 CMR-109
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I DEPARTMENT OF PU8lic WORKS
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t 5: Attachment B: Apphcation for Permet to Mose Reducible loads in Excess of Legal Limits and CVnR i
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d, The followinti dimeraus shows peretssible 84-as toedings. axis spesings.
vehicle widths and ruusuper of tires ter three, tour and five er more acted vehiclei. For vesticles wit.*a greater ts-est i
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greater or lesser widths or lesser n unsers of tires. thetestinge er lesser specings, Loternaties ehest er sus.h addittonal internetten as time noperiseest may reepstem meetreq 1
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In these special gases where the Departuneet requires the F
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