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Home My WebLink About991464.tiff '50107-H:t MEMORANDUM TO: Board of County Commissioners DATE: MAY 26, 1999 FROM: Frank B. Hempen, Jr., P.E., Director of Public Works/County CEngineer SUBJECT: Roadway Capital Investment Plan COLORADO Attached is the summary of the Department's recommendation for Roadway Capital Investments for the next three years which are typically financed from the operating budget. We are calling it the Three-Year Firm Plan. It represents the first element of our recommendation to develop a longer range planning document for roadway improvements and maintenance. I am recommending the Board approve a process in which the Department describes the Firm Plan to county-wide stakeholders (town councils, school boards, etc.). Input from the stakeholders would be solicited for at least an additional Five Year"Soft" Plan. In concept,the soft plan projects would be prioritized and become the last year in the firm plan with each of its annual iterations. As always,it is understood that projects not previously identified may require adjustments to the plan. Capital projects resulting from implementation of the Impact Fee Study are not included. When this program commences, they will be programmed accordingly. Our plan approach is to"hold harmless"System Preservation(SP)projects and designate them as the Department's number one priorities.Included in SP are the various seals,crack filling,and maintenance overlay projects necessary for routine maintenance of the roadway system. Also included in SP are roadway rehabilitations, and as a subset, structural overlays. Rehabilitations and structural overlays are treated differently because they are 20-year investments and consideration should be given to vertical and horizontal upgrades as a part of their construction. The second priority should be given to "Spot" Safety Projects. Localized improvements such as intersection improvements, short sections of shouldering in high volume and accident areas, and limited roadway alignment corrections are examples of projects in this category. The balance of the investment program is dedicated to New Construction. Examples of this type of work include Two Rivers Parkway, a future "South Platte Parkway" (WCR 32 relocation at Platteville), development improvement projects, etc. Rehabilitations, structural overlay projects, Spot Safety Projects, and New Construction projects all require consideration of vertical and horizontal alignment issues. Stated simply, they will typically require new or more right of way than the existing right of way. Additional project development time is required to design,acquire right of way,relocate irrigation facilities,coordinate utility relocations,etc.to ensure these issues do not create continual crisis scenarios. The plan being presented anticipates longer project development times while continuing to address the work needed to maintain our roadway infrastructure needs. The transition to advance planning will take place over the next three- year period. The attached displays delineate the detail of the transition, and I will attempt to explain them in detail in the presentation. 991464 O r.,- - ) brewtvi=... dxsi A 4 e 14 No- le v ri Ll 11 if Ns H le ./', It C) I t�r , COLORADO D 4 al ' liran �O IC nail dap Ma Iran MIES'OM INDEX PAGE l�0tPiC 1 FUTURE EMPHASIS 2 SYSTEM PRESERVATION 3 PAVING AND REHABILITATION 4 SUMMARY LIST OF PAVING PROJECTS 5 SUMMARY LIST OF REHAB PROJECTS 6 SUMMARY LIST OF STRUCTURAL OVERLAYS 7 SPOT SAFETY PROJECTS 8 SPOT SAFETY PROJECT LIST 9 SUMMARY LIST OF SAFETY PROJECTS 10 NEW CONSTRUCTION 11 SUMMARY LIST IF NEW CONSTRUCTION PROJECTS 12 SPECIAL PROJECTS 13 SUPPORT PROJECTS 14 RESOURCE ALLOCATION TRENDS 15 FIVE-YEAR COST PROJECTION FUTURE EMPHASIS 1 SYSTEM PR.ESERI \ TtO CHIP SEAL CRACK SEAL K"--- SLURRY SEAL MAINTENANCE OVERLAYS SAND SEAL r 4 PAVEMENT MANAGEMENT SYSTEM SN SIEN/I PRESERVATION HABILITATION SPOT SAFETY SHOULDER WORK ALIGNMENT DRAINAGE zz NENA CONSTRUCTION SPECIAL PROJECTS NEW ROADWAYS 1 SYSTEM PRESERVATION/ MAJOR IMPROVEMENTS COMPARISON YEAR 99 YEAR 2000 YEAR 2001 YEAR 2002 YEAR 2003 YEAR 2004 SYSTEM PRESERVATION $4,667,457.00 $4,704,482.00 $4,639,111.00 $4,899,098.67 -$5,031,580.01 $4,915,336.42 MAJOR IMPROVEMENT $3,897,128.00 $3,884,222.00 $3,885,165.00 $3,797,964.67 $3,938,790.81 x$3,846,616.64 TOTAL EXPENDATURE $8,564,585.00 $8,588,704.00 $8,524,276.00 $8,687,063.34 $6,970,370.82 $8,761,953.06 TOTAL REVENUE $4,830,501.00 $5,475,416.03 $5,120,331.06 $5,273,940.99 $5,432,159.22 $5,595,124.00 NEW CONST $195,470.00 $225,400.00 $268,650.00 $439,874.00 1510,433.00 $409,613.00 SAFETY CONTRACT $12,000.00 $23,000.00 $12,000.00 $14800.00 $0.00 $0.00 PROFESSIONAL SERVICES $50,000.00 $200,000.00 $75,000.00 $75,000.00 $75,000.00 $75,000.00 NEW CONST.ROW $350,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 EQUIPMENT RENTAL $90,000.00 $90,000.00 $90,00000 $90,000.00 $80,000.00 $90,000.00 SPECIAL $232880.00 $250000.00 $250,000.00 $25000000 $250,000.00 $250,000.00 SAFETY $179,799.00 $305,860.00 $334,296.00 $510,300.00 $447,477.00 $526,350.00 CHIP SEAL $500,000.00 $800,000.00 $612,000.00 $624,240.00 $836,724.80 .$649.459.30 SAND SEAL $50,000.00 $50,000.00 $50,000.00 $50,000.00 $51,000.00 $52,020.00 SLURRY SEAL $485,000.00 $400,000.00 $408,000.00 $416,180.00 $424,483.20 $432,972.86 TESTING $35,000.00 $30,000.00 $30,900.00 $3182700 $32,781.81 $33;785.28 OVERLAY $554,575.00 $628,083.00 $270,965.00 $287,01900 $418,027.00 "$303.388.00 STRUCTURAL OVERLAY $0.00 $29,000.00 $277,913.00 $55,583.00 $111,165.00 $117,341.00 MILLING $45,000.00 $50000.00 $51,500.00 $53,04500 $54,638.35 $56,275.44 CONTRACT TRUCKING $1,136,600.00 $1,301,850.00 $1,318,350.00 $1,160,000.00 $1,160,000.00 $1,170,000.00 REHAB $461,953.00 $104,989.00 $166,748.00 $402,578.00 �:` $333,486.00 -:$305,704.00 TREE REMOVAL $80,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 ,$100,000.00 MISC.CONST.SUPPLIES $210,000.00 $216,300.00 $222,789.00 $229,472 67 ! $236,366.85 '.:$243.447.`56 CRACKFILL $65,000.00 $100,000.00 $102000.00 $104,040.00 $106,120.80 $108,243.22 STABILIZATION $24,000.00 $24,000.00 $24,000.00 $24,000.00 $24,000.00 $24,000.00 BRIDGE MAINT. $250,000.00 $250,000.00 $250,000.00 $250,000.00 .: $260,000.00 $250,000.00 i}ffi�'�I15P,.'ISF'�l'W'..Y`II'1`yP , ,ff"Y!IG.i�4wir .‘grrM r , -��1 4#?143,:+yrslikwxYi0-4r,,,IT:fi rc+ ;1it47-:n*`rrr:'gt;11`t� ""`Atft''.. 13 MAJOR IMPROVEMENT W"¢N n ,f`"C u£;'a • �r i y. ;fisu;,b, i; ®SYSTEM PRESERVATION o P F, T TM.1 J+9, � F Otti^-L"1 ri't-45 f 7 ' ; +. grs- M.^: ,i" J vrzi,, f jrwa +a,-,..1,•';',..",•±4-1,;i, 2 PAS'' I NJ 0 A.NJ 0 REHABILITATION PRC?J ECTS Paving projects are primarily derived from the annual pavement testing program. The results from the testing together with the PQI(Pavement Quality Index) ratings from the pavement management system help establish scheduling for routine overlays. Criteria used for analysis are as follows: 1. Deflection analysis 2. Sub-grade type 3. Sub-grade moisture content 4. Existing base thickness 5. Current traffic volumes Rehabilitation projects can be a total reconstruction, isolated areas of sub-grade repair, structural overlays, or a combination of all three. The same criteria is used in determining the rehabilitation areas as is used in the paving projects. For Rehab projects, safety improvements will be added where needed. MILES PER YEAR 25 Design 20 5 Of I Design o s - J �� is -AM 1999 2000 2001 2002 2003 2004 PAVING I. REHABILITATION 3 05/26/99 SUMMARY LIST OF PAVING PROJECTS � 2000 Maintenance Overlay ROAD LOCATION MILES MILES ASPHALT ASPHALT ASPHALT TOTAL DESIGN PAVE THICKNESS TONS COST LABIEQUIP. COST 73 AND 77 2 2 3,088 $55,583 $67,934 44 47AND49 1 3 2,316 $41,687 $50,951 44 1-25 AND 13 2 2 3,088 $55,583 $67,934 ELMORE ROAD S. HWY 66 0.6 2 926 $16,675 $20,380 „.39,5 _,F_ U .-;; 64 TO N. END 0.6 2.5 1,158 $20,843 $25,475 x;;11 , 42 AND 44 1 1.5 1,158 $20,843 $25,475 31 74 AND HWY 14 4 3 9,264 $166,748 $203,803 16 23 AVE AND 35TH AVE 1 3 2,316 $41,687 $50,951 42 11 AND 13 1 1.5 1,158 $20,843 $25,475 77,, , ; HWY 52 AND 16 2 3 4,632 $83,374 $101,901 51 74 AND 80 3 1.5 3,474 $62,530 $76,426 5 34 AND 36.5 1 3 2,316 $41,687 $50,951 TOTAL 18.2 34.893 8628.083 $767.657 2001 Maintenance Overlay 31 74 AND HWY 14 4 3 9,264 $166,746 $203,803 -66 HWY85 AND 37 1 1.5 1,158 $20,843 $25,475 41 AND 45 2 3 4,632 $83,374 $101,901 TOTAL Z 15.054 8270.965 $331,179 I 2002 Maintenance Overlay 39 74 AND 78 2 3 4,632 $88,006 $101,901 43 • HWY 392 AND HWY 14 3 3 6,948 $132,009 $152,852 392 HWY 37 AND 68 2.5 1.5 2,895 $55,004 $63,688 47 HWY66ANDRD34 0 2.5 0 $0 $0 57 44AND46 1 1.5 1,158 $22,001 $25,475 TOTAL 0,5 15.633 8297.019 $343.917 4 0512660 SUMMARY LIST OF REHAB PROJECTS 1999 REHAB SUMMARY ROAD LOCATION CONSTRUCT ASPHALT ASPHALT COST DESIGN MILES THICKNESS TONS MILES :-51s HWY392 AND 74 3 4 9,264 $157,484 0 45 ': 4 AND 6/8 AND 10 2 4 6,178 $104,989 0 59`:: I-NVY 34 AND 46 3.8 4 11,734 5481,953 0199,480 0 TOTAL 8.8 9264 I 2000 REHAB SUMMARY ROAD LOCATION CONSTRUCT ASPHALT ASPHALT COST DESIGN MILES THICKNESS TONS MILES 165; RD 59 TO RD 63 2 4 6,178 $104,989 0 13 ! RD 32 TO RD 38 0 4 0 $9,000 3 394.`. HWY85 TO 31 0 4 0 $12,000 4 ` 13 RD 38 TO RD 44 0 4 0 $9,000 3 TOTAL 2 6176 $134,989 10 2001 REHAB SUMMARY ROAD LOCATION CONSTRUCT ASPHALT ASPHALT COST DESIGN MILES THICKNESS TONS MILES laill RD 32 TO RD 38 3 4 9,264 $166,748 0 fl RD 38 TO RD 44 0 4 0 $9,000 3 cl HWY 392 TO RD 74 0 4 0 $9,000 3 TOTAL 3 9264 $184,748 6 1 2002 REHAB SUMMARY ROAD LOCATION CONSTRUCT ASPHALT ASPHALT COST DESIGN MILES THICKNESS TOT PNS 4 $186,748 MILES 13.+.. RD 38 TO RD 44 I 3 --: 0 35'1 S:RD 394 TO HWY85 0 4 0 56,000 2 (-:35'.:. RD 74 TO AULT 0 4 0 $7,500 3.5 TOTAL 3 9284 $180,248 5.5 . .2003 REHAB SUMMARY ROAD LOCATION CONSTRUCT ASPHALT ASPHALT COST DESIGN MILES THICKNESS T TONS $166,748 MILES W 35:. HY392TORD74 3 17 0 RD RD 54 TO RD 62 0 J 4 0 I $12,000 4 TOTAL 3 9264 $178,748 4 5 0526199 STRUCTURAL OVERLAY SUMMARY 2000 ROAD LOCATION MILES MILES ASPHALT TA TOTAL TOTAL DESIGN '. PAVE HIC NESA TONS COST LT LAB/EQUIP.CONTRACT COST COST 21 74 AND HWY 392 3 0 4 0 $0 $0 $9,000 17 HWY 34 AND 54 2 0 4 0 $0 $0 6,000 25TH AVE F ST. AND O ST. 1 0 4 0 $0 $0 $3,000 TOTAL Q 4 SD $0 $18,000 2001 21 74 AND HWY 392 3 4 9,264 $166,748 $203,803 $0 ti7 ,v HWY 34 AND 54 2 4 6,176 $111,165 $135,868 $0 ,....TS; 7 ;':Y.* HWY 66 AND 32 1 0 4 0 $0 $0 $3,000 35 _.;4; ' 44 to 46 1 0 4 0 $0 $0 $3,000 TOTAL 5 15.440 $277.913 $339,671 $0 I 2002 25TH AVE F ST.AND O ST. 1 4 13,088 $55,583 $67,934 $0 7- x t`,i` RD 34 RD 38 2 0 4 3.088 $55.583 $67,934 $6,000 TOTAL 1 ZOOS ' 35 44 to 46 1 4 3,088 $55,583 $67,934 $0 `43,, ',' i> `, HWY 66 AND 32 1 4 3,088 $55,583 $67,934 $0 6.176 $111,166 $135,868 $0 2004 17 -> RD 34 AND RD 38 2 4 .. 1 6,176 $117,341 $135,868 $01 6 SPOT S. . .' ET'`r'- P F2O,J CTS There are three main criteria that are considered in creating a safety project. • ACCIDENT HISTORY • TRAFFIC VOLUMES • FUTURE TRAFFIC PROJECTION OR NEEDS Each year new accident information and traffic volumes are accumulated for analysis. This information is then computed to determine the road sections in most need of consideration. The table created on the following page shows current results based on the ranking system that associates information and traffic accident information. MILES PER YEAR // DESIGN --/. :cgs::'.. rc..i i..... i't 10 J _ 0 MILES 1099 MN 2000 Ns 2001 - 2002 MI 2003 M 2004 COST PER YEAR DESIGN DESIGN - $5,000,000 _/ Ill Ill $4,000,000 III NI NI $3,000,000 ■ ■ Ill $2,000,000 ■ ■ . II $1,000,000 _!_n —!_ 1� - � 50 I i 1999 2000 2001 2002 2003 2004 MI TOTAL JOB COST MI CONTRACT SERVICES ASPHALT PURCHASE 7 SPOT SAFETY PROJECT LIST SECTIONS ARE RANKED BY TRAFFIC AND NUMBER OF ACCIDENTS IN ONE YEAR ADT 50% 0 TO 500 = .1 501 TO 2500 =.2 2501 AND OVER =.3 ACCIDENT 50% 0TO3 = .1 4TO5 =.2 6 AND OVER =.3 ROAD LOCATION ADT ACCIDENT COMBINED 1997 RANK # 54 TWO RIVERS AND HWY 257 5406 5 0.5 49 ROAD 48 AND RD 36 2286 6 0.5 64 GREELEY TO WINDSOR 1200 11 0.5 27 RD 2 TO FT LUPTON 1781 11 0.5 49 1-76 AND RD 26 2885 2 0.4 74 RD 19 TO HWY 257 4825 1 0.4 74 RD 13 TO HWY 257 8532 2 0.4 49 RD 36 AND RD 26 2753 3 0.4 FERN AVE E. 16 STREET 2051 5 0.4 32 PLATTEVILLE TO RD 39 3638 3 0.4 59 TH AVE W. 20TH ST TO HWY 34 5000 2 0.4 49 HWY 34 AND ROAD 48 2036 5 0.4 74 AT RD 15 8532 1 0.4 17 AT RD 34 982 4 0.4 54 RD 13 AND 17 1500 2 0.3 74 RD 27 AND RD 29 1600 3 0.3 19 RD 74 AND HWY 392 2343 2 0.3 54 RD 17 AND HWY 257 1500 2 0.3 74 AT RD 19 2028 1 0.3 39 RD 28 TO RD 44 677 2 0.3 41 RD 28 AND HWY 52 1617 0 0.2 66 HWY 85 to RD 41 472 0 0.2 INT 78 & 29 INTERSECTION IMP. 398 0 0.2 37 HWY 85 AND HWY 14 367 2 0.2 8 oaasw SUMMARY LIST OF SAFETY PR0JECTS1 2000 SAFETY PROJECTS ROAD LOCATION DESIGN TOTAL CORRECTIVE COST TONS ASPHALT CONTRACT . MILES MILES ACTION ASPHALT COST COST -1'4 Al RD 15 0.25 WIDEN SHOULDERS AND INSTALL TURN LANES 575.E 0 72 $i3,1SO- ': :FERN AVE E 18 STREET 0 SIGNING HWY 5300,000 7720 3131,237 • 14 WIDEN SHOULDERS 181,500 $20,000 . '•,, ROAD 48 AND 40 24 WIDEN SI•i'OULCERs • BM :. s'j RD 13J6�[SEVANS 5 0 WIDEN-SRDOL "— — -B2b000 0 50— } AT RD 34 0.25 0 IMPROVE INTERSECTION 5100,000 1,000 $18,009 TOOL Oil }USING 18992 $323,883 $$22,000 • 2001 SAFETY PROJECTS ROAD LOCATION DESIGN TOTAL CORRECTIVE COST TONS ASPHALT CONTRACT MILES MILES ACTION ASPHALT COST COST • 74 AT RD I5 • A0.25 ' WIDEN SHOULDERS AND INSTALL TURN LANES $75,000 772 113.896 •.74. : RD 13 TO HWY 257 0 2 WIDEN TO 4 LANES 51.00 4.800 582, 800 0,000 0 30 510,00,( AT RD 34 i0�000 1,000 318,000 7R� - IBS --"5$33,000 12.200 5219,800 510.000' ,•:.4y.•,;;;:., RD 40 AND RD 28 8 L A 1 .- • RD 13 AND EVANS 5 0 WIDENgROOMMT $20,000 0 $0 $2.000 TOTAL LA WOLIN 18572 5334.296 522,000 2002 SAFETY PROJECTS I ROAD LOCATION DESIGN TOTAL CORRECTIVE COST TONS ASPHALT CONTRACT MILES MILES ACTION ASPHALT COST COST ._ ...,;q4_':-•.TWORP.ERS AND HWY 257 3 5-_` WIDEN SHOULDERS $1.000,003 .00012,200 5129,500 513,00 7,000 5129,500 ::4Y•r,o`:,. 17B AND RD 28 8 $863,000 000 800 $11,100 •.v;�;'A.'.:: RD 2 TOE T LLIPT C)N a 4.5 : —en S144,00d. SD /,',.7: . ` ' .�K" A 0,000 8Tµ .' W.20 TH ST TO HWY 34 1 IMPROVE ALIGNMENT $250.065 30 • D 1 2 1 AVM-SHOULDERS 5500,000 0 $0 FERN AVE. E 18 STREET 0.25 C` 1,K NMENTr 575.000 0 s0 aim SO ION. a SUMO 27800 $510,300 $12,000 ROAD LOCATION DESIGN TOTAL CORRECTIVE COST TONS ASPHALT ASPHALT CONTRACTST WM ACTION SO _', RD 28 TOW 0 18 WIDEN GRAVEL SHOULDERS 31,000,000 4,600 $85,100" T4.. RD 19 TO I4W 257 0 2 WIDEN SHOULDERS 5300,,000 4,000 374,000 52,000 •-. p7••<.,:•. HD 17 YAND68 TO 2573 21.000,000 1,000 S•i6,500 - '•17: ::. HWY68TO3I 0 2 CORRECT ALIG C . ^-: INiEHSt(;TR7N IMP. 1 HWY 85 NEW ACCESS 5700,006 4,000 574,000 � s.:y_ �{ ' 23 75 RD TO RD 27 2 CORRECT ALIGNMENT/PAVE SHOULDERS 52,000000 8.000 5148,000 $0 8p TM•A W.20 TH ST TO Nw1'34 1 IMPROVE ALIGNMENT 5250.000 3,088 $57.127 CD 1 i, ,: `"'�3 T RD1 0.25 0 TINTEHSECTION 550,000 0 SD INTERSECTION IMP. 0.5 CORRECT ALIGNMENT $50,b00 0 S- 'We:11 RD 28 AND HWY 52 7.5 0 WIDEN GRAVEL SHOULDERS 5150,000 0 50 < 9 ' RD 74 ANL)HWY 392 3 0 PAVE SHOULDERS =Ma 0 SO jOTAL it ILIDLI00 24688 $456,727 52,000 9 NEW CONSTRUCTION The New Construction selection process is based on a ranking system. Each year hundreds of miles of roads have new traffic counts taken. Roads that exceed two hundred cars per day for three consecutive days are then inventoried for estimated construction costs and then ranked and cataloged. The criteria are as follows: • Average daily traffic(ADT) • Possible safety improvements • Cost for construction MILES PER YEAR 12 Design Design — 10 a 6 4 2 O 1999 2000 2001 2002 2003 2004 - Miles 10 05/26/99 SUMMARY LIST OF NEW CONSTRUCTION PROJECTS 2000 NEW CONSTRUCTION LOCATION FROM TO MILES MILES CONTRACT COST DESIGN CONSTRUCT COST OF ASPHALT WY 34 RD54 2 $157,159 1IAIQWVERS RARKWAYSPNASE in HCARR EAST 1.3 $68,240 HWY14 RD 84 0.6 $ RpT4C a. RU ML SO RDt5, ,ANQU}Ins) -II . A944 W t P 5 t RD31 HWY&5 1.85 _ ,,.RD28 RD1 RU 3.5 1.5 :RD3° 10.5 I-WY52 1.5 0 pa$. HWV 66 RD28 1 0 IS OTAL Y&' 7/5 4.9 $20,000 $225,402 2001 NEW CONSTRUCTION LOCATION FROM TO MILES MILES CONTRACT COST DESIGN CONSTRUCT COST OF ASPHALT RD HWY 85 0 1.85 U7,121 1 $30,371 Rd 15 CONSTRUCTION) RD 72 RD 74 — $/9,205 1 .r ,� : h v t 119 R 28 0 stabilize Zi * C▪' 1 ROa P a HRD I SY2,952 + } '�. C RQ45 �1 1.5 ',�_:*r _ .r,,.,,1WJ,R 'i . °:r. RU 10.5 HWY 52 2 $1 11,165 ,*.. 7., 0,.b n et., HEHL OTAL 5.9 10.75 $379,814 2002 NEW CONSTRUCTION LOCATION FROM TO MILES MILES CONTRACT COST DESIGN CONSTRUCT COST OF ASPHALT ROA26 CARR WEST 0 2.2 $125,878 '"- - HEHFORD HU128 0 5.5 S314,1%i i rG'. n`u rf,4iD5-s^n - 21 bS t' HWY 56 I D474 .:::. 7 $0 j1 a -,n 8072 $0 . i"1 k fD 14 ki t yt EHWY56 RD 42 IRE CL RD 3 0.3 1 _ ST OTAL 3.3 7.7 $439,814 204 NEW CONSTRUCTION LOCATION FROM TO MILES MILES CONTRT COSACT COF ASPHALT OS ,,RD',7 HWYSS RU42 1 $44.003 EIRE CL RD 3 0.3 $13,201 4, RD:-1b GROV RD 128 0 3.5 $154,010 +�''r t S9 ER 1 HWY58 RD425 ,..i 1 $44,003 ,� 7 . . :7 7 . .:.. 7 so TOTAL 0 5.8 '-----$269,217 11 06/26/99 SPECIAL PROJECTS SPECIAL PROJECTS ARE DERIVED FORM VARIOUS SOURCES. ANY COST SHARING PROJECTS UNDERTAKEN AS A JOINT VENTURE BETWEEN PRIVATE ENTERPRISE AND OTHER AGENCIES WILL BE PLANNED IN THE SPECIAL PROJECTS PROGRAM. 1999 SPECIAL PROJECTS ROAD LOCATION TOTAL ASPHALT ASPHALT ASPHALT CONTRACT REVENUES SUBJECT MILES THICKNESS TONS COST COST PUBLIC WORKS FACILITY 2.5 3 5,284 $89,480 330.000 DRAINAGE PROJECT DQ "RR GREEL ELD A 4 5,388 391,598 $100,725 MISC PA IINERLAY NG .i.NSTREET - 11TH AVE 0.38 1.5 861 $14,842 STRU MARTIA 908+ 1' RD6 AND RD 10 I 3 2,345 $36,342 310,000 $83,058 NEW SUBDIVISION TOTAL 3.86 13,867 $232,660 $40,000 3183,783 2000 SPECIAL PROJECTS ROAD LOCATION DESIGN TOTAL ASPHALT ASPHALT ASPHALT CONTRACT REVENUES SUBJECT MILES MILES THICKNESS TONS COST COST /1IRPART ROADS 1 0 0 _ $150,000 $150,000 INTERIOR ROADS ERIE'AREA-MAINTENANCE 1 0 0 3100,000 $100,000 ROUTINE MAINTENANCE K OBE1 • RD 20.SQ WREN 1 4 2.807 347,722 GRAVEL PIT TOTAL 3 2,007 -457,722 30 $250,000 2001 SPECIAL PROJECTS ROAD LOCATION DESIGN TOTAL ASPHALT ASPHALT ASPHALT CONTRACT REVENUES SUBJECT MILES MILES THICKNESS TONS COST COST RADEMACHER PUD RD 9.55125 0.5 4.5 2,010 334,185 4-ANCR10 .^ b RD 35 AND RD 37 1 3 2.680 $45,553 334,133 s'WDE26 E.RO 3 1 3 2,105 335,792 6,766 $116,6 0 30 $34,133 TOTAL 2.5 ESTIMATES BASED ON PROJECTED FUTURE DEVELOPMENT AND PAST SPECIAL PROJECT EXPENDITURES WOULD INDICATE THE POSSIBLE NEED TO SET ASIDE AT LEAST$100,000 PER YEAR FOR CAPITAL OUTLAY. 12 o5/2er99 SUPPORT PROJECTS BRIDGE MAINTENANCE PROJECTED ANNUAL REPAIRS NEEDED TO MAINTAIN AND UPGRADE MINOR STRUCTURES. COST PER YEAR$250,000 'CONTRACT TRUCKING ADDITIONAL TRUCKS AND DRIVERS HIRED FROM THE PRIVATE SECTOR TO HAUL CONSTRUCTION MATERIALS. COST PER YEAR$1,300,000 (EQUIPMENT RENTAL VARIOUS EQUIPMENT NEEDED FOR SHORT DURATIONS TO HANDLE CONSTRUCTION NEEDS. COST PER YEAR$90,000 (MILLING NEEDED FOR AREAS WHERE ASPHALT IS TO BE REMOVED OR GRADED. COST PER YEAR 545,000 (TREE REMOVAL REMOVAL OF TREES FOR CONSTRUCTION AND SAFETY. COST PER YEAR$100,000 'CONSTRUCTION SUPPLIE VARIOUS SUPPLIES NEEDED TO SUPPLEMENT CONSTRUCTION PROCESSES SUCH AS PAVING AND BASE WORK. COST PER YEAR$230,000 'TESTING STRUCTURAL EVALUATION OF EXISTING PAVED SECTIONS FOR PLANNING AND DESIGN. COST PER YEAR$31,000 'PROFESSIONAL SERVICE SERVICES SUCH AS CONTRACT SURVEYING,GEOLOGICAL SURVEYS,OR ENVIRONMENTAL SERVICES. COST PER YEAR$90,000 13 RESOURCE AILOUT1ON TRENDS MILFAGF COMPARISON MII FS COMM PIED 1998 MILES PROPOSED 1999 YEAR 2009 YEAR 2061 YEAR 2092 YEAR 2003 YEAR 2004 NFW CONSTRUCTION ISPEC,IN.PR(l1FGTS 11.21 UR 134 89 127 77 5.8 255 245 SURFACE PRESERVATION155 215 -SEAL COAT WORN 201 256 212 15 8.5 16 15 SAFETYP OJECTSYATgN-ovERLAVSr REHABILITATION O025 496 675 95 16 17 21.75 SAFETY PROJECTS TOTAL 2:14.42 196.89 249.85 287.25 25].2 293.8 289.15 IN NEW CONSTRUCTION/SPECIAL PROJECTS •SURFACE PRESERVATION- SEAL COAT WORK •SURFACE PRESERVATION-OVERLAYS I REHABILITATION ■SAFETY PROJECTS YEAR 2004 • YEAR 2003 YEAR 2002 YEAR 2001 YEAR 2000 MILES PROPOSED 1999 MILES COMPLETED 1998 0% 20% 40% 60% 80% 100% 14 FIVE-YEAR COST PROJECTIO\ YEAR 99 YEAR 2000 YEAR 2001 YEAR 2002 YEAR 2003 YEAR 2004 CONSTRUCTION SUPPLIES $1,833,857.00 $1,759,632.00 $1,791,361.00 $1,962,496.67 -$2152,206.85 $2,155,843.56 CONTRACT SERVICES $3,172,600.00 $3,656,390.00 $3,223,750.00 $3,263845.50 53,289,595.80 53,330,033.40 TOTAL EXPENDITURE $5,006,457.00 $5,416,022.00 $5,015,111.00 $5,226,342 17 55,441,802.65 $5,485,876.96 TOTAL REVENUE $4,830,501.00 $5,475,416.03 $5,120,331.06 $5,273,94099 55,432159.22 $5,595,124.00 NEW CONST $195,470.00 $225,400.00 $268,650.00 $439,874.00 $510,433.00 $409,813.00 OVERLAY $554,575.00 $628,083.00 $270,965.00 $29701900 $418,027.00 $303,388.00 STRUCTURAL OVERLAY $0.00 $29,000.00 $277,913.00 $55,583.00 .$111,185.00 $117,341.00 REHAB $461,953.00 $104,989.00 $166,748.00 $180,248.00 $178,748.00 $305,704.00 SPECIAL $232,060.00 $250,000.00 $250,000.00 $250,000.00 $250,000.00 $250,000.00 SAFETY $179,799.00 $305,860.00 $334,296.00 $510,300.00 $447,477.00 $526,350.00 MISC.CONST.SUPPLIES $210,000.00 $216,300.00 $222,789.00 $229,472.67 5238,358.85. $243,447.56 CHIP SEAL $500,000.00 $600,000.00 $612,000.00 $624,240.00 $836,724.80 $849,459.30 SAND SEAL $50,000.00 $50,000.00 $50,000.00 $50,000 00 $51,000.00 $52,020.00 SLURRY SEAL $485,000.00 $400,000.00 $408,000.00 $416,160.00 $424,483.20 $432,972.86 TESTING $35,000.00 $30,000.00 $30,900.00 $31,827.00 $32,761.81 -$33,765.26 MILLING $45,000.00 $50,000.00 $51,500.00 $53,045.00 $54,638.35 $56,275.44 CONTRACT TRUCKING $1,136,600.00 $1,301,850.00 $1,318,350.00 $1,331,533.50 ._ $1344,848.84 $1,33 50 1 22 9977.32 EQUIPMENT RENTAL $90,000.00 $90,000.00 $90,000.00 $90,000.00 '$90, . TREE REMOVAL $80,000.00 $100,000.00 $100,000.00 $100,000.00 5100,00000;' "`$100;000.00 PROFESSIONAL SERVICES $50,000.00 ..$200,000.00 $75,000.00 $75,000.00 . $75,000.00 ' $75;000.00 CRACKFILL $65,000.00 $100,000.00 $102,000.00 $104,04000 - $108,120.80 $108,243.22 STABILIZATION $24,000.00 $24,000.00 $24,000.00 $24,000.00 $24,000.00 $24,000.00 SAFETY $12,000.00 $23,000.00 $12,000.00 $14,000.00 $0,00 $0.00 BRIDGE GRANT MATCH $0.00 $337,540.00 $0.00 $0 00 $0:� $250,000.00..• BRIDGE MAINT. $250,000.00 $250,000.00 $250,000.00 $250,000.00 • $250,000. NEW CONST.ROW $350,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $100,000.00 $6,000,000.00 - - $5,000,000.00 54,000,000.00 -CONSTRUCTION SUPPLIES (CONTRACT SERVICES $3,000,000.00 TOTAL EXPENDITURE -*' TOTAL REVENUE $2,000,000.00 - - $1,000,000.00 $0.00 YEAR YEAR YEAR YEAR YEAR YEAR 99 2000 2001 2002 2003 2004 15 Hello