1987-22041-Order No. 87-076 Recorded 10/26/1987BEFORE THE BOARD OF COUNTY COMMISSIONERS 87-220,11 An Order Designating a Weight Load Limit on Erickson Road and Hamby Road, County Roads, and Creating Exceptions. ORDER NO. 87-076 OF DESCHUTES COUNTY, OREGON WHEREAS, the Board of County Commissioners is vested with the authority pursuant to ORS 810.030 to impose limits as to any gross weight of any vehicle, or combination of vehicles, that in their judgement are necessary to protect County roads from being unduly damaged; and WHEREAS, the Board of County Commissioners, having been advised of the Director of Public Works' recommendation as to the gross weight limitations of Erickson Road and Hamby Road; and WHEREAS, it appearing necessary that for the protection of these roads from being unduly damaged and to protect the interest and safety of the general public, that said roads should have the gross weight limits as recommended by the Director of Public Works imposed; now, therefore, THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON, ORDERS as follows: Section 1. That the gross weight limit for all of Erickson Road and all of Hamby Road, as recommended by the Director of Public Works, as shown in Exhibit ffA" attached hereto and by this reference incorporated herein, be twenty-five (25) tons. Section 2. That the provisions of Section 1. do not apply to emergency vehicles, such as fire trucks and ambulances. Section 3. That the Director of Public Works post forthwith signs giving notice of the gross weight limitations contained in this Order in a conspicuous manner, at or near the beginning of the roads, along the roads and at or near the terminus of the roads identified in Section 1. of this order. Said signs shall be placed so as to give adequate and sufficient notice to persons entering said roads from common routes of traffic thereto. XUPUNCV40 C,! -1 7 (KIT j�,, I ORDER NO. 87-076 ;z: C__ rn� -17 M C-1 Dated this day of 1987. 008P"' -0;%l7 BOARD OF COUNTY COMMISSIONERS OF 9�CHUT�* COV�JTY, PR'F�330N S_J�Rl§g W PRANTE, Chair P_ — ATTRST. Tom tr 601�eqA?wmissioner W,4 � � - 7�z�� 22��� kecording Secretary dYe'K-MODLIK, dommissioner 2 - ORDER NO. 87-076 EXHIBIT "A" 0089-0538 ENGINEER'S REPORT FOR HAMBY ROAD In response to a request by the Board of Commissioners the Engineering Division has investigated truck traffic on Hamby Road. I. INFORNATION FOUND Width: MP 0.0 - 1.6 26 ft. MP 1.6 - 1.9 22 ft. MP 1.9 - 2.3 26 ft. Classification: Rural Collector Speed Study: Posted 45 mph Auto's 46 mph Trucks 46 mph Structural Section: Asphalt penetration macadam (0-9 oil mat) with cinder base, A.C. was used to widen the shoulders in the 26 ft sections. Shoulders are approximately 4 ft. wide. II. CALCULATIONS Traffic Coefficient ( a method of determining truck usage): T.C. = 9[trucks per day/498]**0.119 Existing (40 trucks) T.C. - 9[40/4981**0.119 = 6.67 If 25 ton weight limit imposed (5 trucks) T.C. = 9[5/498]**0.119 = 5.21 80th percentile deflection: 0.060 (from Benkleman Beam testing) Maximum allowable deflection (the point where deterioration of the base, subbase, and paving take place) T.C. Deflection under 5.50 0.080 5.07 to 5.50 0.058 5.50 to 6.49 0.045 over 6.49 0.037 III. RECOMMENDATION Based on the above information this department recommends that a 25 ton load limit be placed on Hamby Road. We also recommend a 25 ton load limit be placed on Erickson Road since it is of the same type of construction and is a logical choice for trucks to use for a bypass of Hamby Road. 77 3: 21 3-, 3c -c ,14 4oA C) e rc 008 53 8 RE:MCN- - -C-� - lam— 3�— -- "REDMOND 3-3� C —5 RD Rd =CRK�D RN I RgB RD B-2 Rj, p 531, 5316 3 �314 7 -A IYCN DR.,' , n Shdrwoo,��t IE cc. a Wh, 8-25- �-2 a- 2o TA PE, 3-36 R Erickson Road �l - 3 2 �R'�GER ID,� iamby Road 0 A�B 0 IAL -S State Highway ----------- �, 'ROCK -E Hamby Truck Rte -T LCNI—, I- I C �T� R Cl, other Truck Rte —11 �3R R 2 A-3 P. Q CRIEI 3 ,ER 3-4 7 RD J MA LO 3— ;7� A 5334 TES 7- 3E� �R 3 , Al -4 YEOMAN P D-30 01, 3149 % C 0 BEND D 2' D 21 D A-" --NEF� R045 a" 3, 20 3 31 366 31 1 71ONAL C E TRAL OR & 4 D 59 7 0 1 x M 0 'o 'Irt-rl 3 aEAP -,REEK A ARD 20 9 M D-2- 3-7 c AlQs7R.p G 3T 0 D -45 5 AS70VIC� RL RD 0-56 -491 C-6 M D-5 C, D-13 �CG �VRAY R: —E 3 ,-5 2,8 z 0, r Z, 0 �5283 .0 7 KN,�-T 0 S, 5335 KNCTT R 0 X 2 5 T Z -A, R RD R-CKARD— RD D 4 - FOREST p VE 7 D D-62