HomeMy WebLinkAboutResolution 23-130-CCot
GRANT COUNTY
COMMISSIONERS AGENDA MEETING REQUEST FORM
(Must be submitted to the Clerk of the Board by 12:00pm on Thursday)
REQUESTING DEPARTMENT:Public Works
REQUEST SUBMITTED BY:Shilo N@Ills
CONTACT PERSON ATTENDING MEETING:Dave BP('Cl
CONFIDENTIAL INFORMATION: 7YES *NO
DATE: 11/07/2023
PHONE:509-754-6082
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MM NMI
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DAgreement Contract
EIAP Vouchers
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EAppointment Reappointment
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F-1 Boards / Committees
D Budget
El Computer Related
0 County Code
El Emergency Purchase
El Employee Rel.
F] Facilities Related
El Financial
1:1 Funds
OHearing
El Invoices / Purchase Orders
[:]Grants — Fed/State/County
FlLeases
EIMOA / MOU
El Minutes
F]Ordinances
El Out of State Travel
El Petty Cash
7 Policies
El Proclamations
El Request for Purchase
R Resolution
El Recommendation
1:1 Professional Serv/Consultant
E]Support Letter
7Surplus Req.
E]Tax Levies
F -]Thank You's
E]Tax Title Property
F-IWSLCB
,,,,ZAPPROVED So
EIDENIED
7TABLED/DEFERRED/NO ACTION TAKEN:
E]CONTINUED TO DATE:
OOTHER
DATE OF ACTION:
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BOARD OF COUNTY COMMISSIONERS
Grant County, Washington
RESOLUTION IN THE MATTER OF RESOLUTION No. 23- -CC
ADOPTING THE 2024 ANNUAL ROAD
CONSTRUCTION PROGRAM
WHEREAS, pursuant to the requirements of R.C.W. 36.81.130 and W.A.C. 136-16-010 the
County Road Engineer submitted the Annual Road Construction Program for 2024 to the Board of
County Commissioners on October 17tH, 2023 ; and
WHEREAS, the Board of County Commissioners has reviewed the recommended program for
2023, and as a comprehensive portion of the first year of the Six Year Transportation Improvement
Program; and
WHEREAS, the Board has made the revisions and changes deemed practicable to the County's
long range road program if any; and
WHEREAS, said Annual Construction Program was reviewed on October 24tH, 2023 ; and
WHEREAS, pursuant to the requirements of R.C.W. 3 6.81.13 0 and W.A.C. 13 6-16-018 the
legislative authority shall adopt a final Annual Road Construction Program at any time prior to
adoption of the final budget,
NOW, THEREFORE, BE IT HEREBY RESOLVED THAT the Grant County
Board of Commissioners, ADOPT the attached 2024 Annual Road Construction Program.
DATED this 7t" day of
Yea
November
M
ATTEST:
, 2023.
BOARD OF COUNTY
COMMISSIONERS
Nay Abstain GRANT COUNTY WASHINGTON
Rob fiRe<GkI41'r"
Cindy Ca r, vice Chair
'j
0 0
Danny E. gone, Member
N:\1 -Admin BoCC Meetings\11.07.23\C 1 - 2024 ACP RESOLUTION 11-07-2023.docx
Grant County
2024
Draft - Annual Construction Projects (ACP) Report
WAC 136-16
(A) TOTAL CONSTRUCTION DONE (total sum of column 15 + column 16): $14,321,900
(B) COMPUTED COUNTY FORCES LIMIT: $1,307,393
(C) TOTAL COUNTY FORCES CONSTRUCTION (total sum of column 16): $800,000
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10) -12
-13
-14
-15
-16
-17
Annual
C.R.P.
Project Status
J
Project NameRoad
t
-- -
Se Ment Information ="
g.
Completed
Protect Type
County Forces
County Forces
- =
„Sources,_of Funds
Estimated Ex enditures
p
i ht of Wa
R g y
Construction
County
my
Grand Tota
County Road
Other Funds
Program
No.
Length(mi.)
Code
Project
Project Closure
Dollars
(595.20)
Contract
Forces
(All 595)
Item No.
Road # Road Name BMP EMP FFC
Announcement
Funds
PE & CE
Amount
Program Source
(595.10)
1 23-02 Open Bridge 247 Replacement (PW5044) 26530
ROAD W -SE
1.98
NA
09
NA
BR
NA
NA $0
$3,544,000
CDF FEDERAL $870,000 $0 $3,460,000 $100,000 $4,430,000
$886,000
LDF STATE
2 23-03 Open Silica Road Overlay 30990
SILICA ROAD
5
6.99
07
2.49
NA
NA $167,000
$933,000
STSG $18,000 $0 $1,082,000 $0 $1,100,000
3 23-04 Open Baseline Road Widening 93000
BASELINE W ROAD
0.00
0.87
07
0.87
NA
NA $105,900
$600,000
LTAC $20,000 $0 $685,900 $0 $705,900
4 23-07 Open Silica Road Widening 30990
SILICA ROAD
4.00
5.00
07
1.00
NA
NA $0
$1,000,000
REET $20,000 $0 $980,000 $0 $1,000,000
5 23-08 Open Bridge 202 Repair 44750
ROAD N -NE
3.81
NA
08
NA
BR
NA
NA $400,000
$2,000,000
FEDERAL $400,000 $0 $2,000,000 $0 $2,400,000
6 23-09 Open Dodson and Road 12 -SW Roundabout 91030
DODSON ROAD
2.24
2.25
07
0.01
Y
NA $450,000
$0
NA $15,000 $0 $335,000 $100,000 $450,000
7 23-12 Opeo Bridge 426 Deck Repair 16570
S FRONTAGE ROAD NW
1.52
NA
08
NA
BR
Y
NA $0
$845,000
FEDERAL $66,000 $0 $779,000 $0 $845,000
8 23-13 Open Comprehensive Road Safety Plan NA
COUNTY WIDE
NA
NA
NA
NA
NA
NA $70,000
$280,000
SS4A FEDERAL $350,000 $0 $0 $0 $350,000
9 22-03 Open 9 -NW RECONSTRUCTION 93020
ROAD 9 -NW (SR283 TO DODSON)
5.84
10.06
08
4.22
RC
NA
NA $210,600
$1,892,400
RATA $148,000 $0 $1,955,000 $0 $2,103,000
10 19-10 Open H -SE RECONSTRUCTION 92005
ROAD H -SE
0.00
4.67
7
4.67
RC
NA
NA $351,500
$1,498,500
STATE $185,000 $0 $1,665,000 $0 $1,850,000
11 18-04 Open ADA Ramp / Sidewalk Upgrades NA
LARSON BASE SUBAREA
NA
NA
NA
NA
NA
NA $150,000
$150,000
PORT ML GRANT $20,000 $0 $280,000 $0 $300,000
12 NA NA SMALL MISC PROJECTS (LOCAL FUNDING) NA
COUNTY WIDE
NA
NA
NA
NA
NA
NA $300,000
$0
NA $50,000 $0 $150,000 $100,000 $300,000
13 22-04 Open Bridge 171 Replacement 93048
ROAD 23 -NW
9.32
NA
09
NA
BR
NA
NA $290,000
$0
NA $40,000 $0 $150,000 $100,000 $290,000
14 23-14 Open G.7 -NW TO H -NW 38830
ROAD G.7 -NW TO H -NW
0.00
2.17
09
2.17
Y
NA $400,000
$0
NA $0 $0 $0 $400,000 $400,000
-$2,895;000 $13;62$,900$13;521;900
$800Do0 ; $16;523,900
GRANT COUNTY PUBLIC WORKS
M rrAr
ANNUAL BRIDGE & INSPECTION REPORT 2023
C 40AD
rr
-------- ---
---------------
s
Interim Assistant Public Works Dir.
Bridge Inspection Team Leader, G1409
--------------
ANDYBOOTH
Interim Bridge Crew Supervisor
Bridge Inspection Team Leader, G1801
�r
NOW
A' r
TIM.MASSEY
INTRODUCTION
HL BRIDGE INSPECTIONS
1. Routine Bridge Inspections
2. Special Inspections
VI., EMERGENCY ]REPAIRS
IX, CURRENT PROJECTS
Appendix A - Deficient Bridges
Appendix B - Bridge Scour Ratings
Appendix C - Posted Bridges
Appendix D - Photos
I. INTRODUCTION
The 2022-2023 Annual Bridge and Inspection Report summarizes the status of bridges
owned, operated and maintained by Grant County, and is prepared under the direction of
the County Engineer in accordance with WAC 136-20-060. This report is for your use
during preparation of the 2023-2028 Six Year Transportation Improvement Program.
This report is based upon the most current data available in Grant County's Bridgeworks
files.
The health of the county's bridge infrastructure is good overall. We currently have one
bridge with a sufficiency rating below 40. A sufficiency rating of 40 or below would
make a National Bridge Inventory (NBI) bridge eligible for federal bridge replacement
funding. Project selection for all funding sources, other than local, is based upon a
statewide priority selection process and bridges with a sufficiency rating higher than 40
are not currently considered.
County Arterial Federal Aid bridges are eligible for STP, BR, RAP, and local funds.
County Arterial Non -FA bridges are eligible for BROS, RAP, and local funds. Local
access bridges are eligible for BROS, and local funds.
Reasons we determine a structure to be deficient include structural deficiency, functional
obsolescence, posted for weight restrictions or deck condition. With this information each
structure is given a sufficiency rating. Appendix A further describes structural
deficiency, functional obsolescence and sufficiency rating.
111. BRIDGE INSPECTIONS
Federal Highway Administration (FHwA) requirements mandate that public agencies
inspect and report on all bridges (vehicle carrying structures with span length equal to or
greater than twenty feet) at least once every 24 months. The purpose of routine
inspections is to evaluate and record the current condition of the bridge, determine the
degree of wear and deterioration, and recommend repairs or needed services. Bridge
inspections also ensure and maintain the public safety, while protecting the public
investment.
Grant County has two certified bridge inspectors. The interim assistant public works
director is a certified bridge inspector and is qualified as a team leader. The interim
bridge crew supervisor is also a certified bridge inspector and also qualifies as a team
leader. The county engineer is a professional engineer who passed the BLIT in the spring
of 2023. The county has an. associate engineer who began inspecting during the last
inspection cycle and passed the BCIT in the spring of 2023. Also, the safety coordinator
has passed the BLIT and will be in his third season of assisting in our inspections.
I. Routine Bridge Inspections
Grant County has a total of 195 bridges subject to the National Bridge Inspection
Standards (NBIS). Grant County also performs NBIS routine inspections on all our 65
short span bridges even though it is not mandated. Of these, 96 National Bridge Inventory
(NBI) bridges and 37 short span bridges (SSB) have received 'inspections during the
2022-2023 inspection season.
All bridge inspections must be performed mid to late October through mid-February due
to high water levels in the canals. The following table shows the number of bridges
inspected by month this past inspection cycle:
6 National Bridge Inventory (NBI)
October 22 Short Span Bridge (SSB)
2 NBI city owned bridges
November 31 NBI (13 with specialized inspection equipment)
29 NBI
December 2 SSB
January 16 NBI
13 SSB
February 12 NBI
Inspections were performed by qualified public works personnel. County personnel also
inspect bridges for the cities of Krupp/Marlin, Quincy, and Wilson Creek, for which
Grant County is reimbursed.
2. Special Inspections
Special inspections are performed by Grant County personnel using specialized
equipment such as a boat and underwater camera or platform trailer. WSDOT performs
the underwater inspection on one of our structures.
UGIT Inspection: An Under Bridge Inspection Trailer (UGIT) is necessary to
perfon-n inspection if the underside of the bridge is inaccessible. The UBIT
inspections are generally required on a 24 -month frequency. A total of 22 bridges
in Grant County require this type of inspection. Grant County performs these on
a 12 or 24 month frequency. Grant County performed 13 of these inspections in
2022.
Underwater Inspection: In 201.5, Grant County purchased and implemented the
use of a high-definition underwater camera to eliminate the need for underwater
inspections on all but Br -303. Grant County will use the camera in conjunction
with the boat at every routine inspection. Should Grant County find any
deficiencies during this inspection there will be a hands-on underwater inspection
performed at that time. WSDOT performed an underwater inspection on Br -303
in September 2021.
IV., SCOUR EVALUATIONS
A scour evaluation is required for all bridges over water. The purpose of a scour
evaluation is to determine susceptibility of the bridge's foundation to the erosive actions
of flowing water removing material from the bridge's foundation. A bridge is considered
scour critical if its foundation is determined to be unstable for observed or calculated
scour conditions.
When a bridge inspector identifies an actual or potential problem, the bridge must be
further evaluated to determine whether or not it should be considered scour critical. Grant
County has no scour critical bridges. See Appendix B.
A load rating is performed for each bridge in the NBIS inventory and the short span
bridge inventory in accordance with federal and state regulations by a professional
structural engineer. A bridge load rating is the measure of the bridge's load carrying
capacity. There are two capacity levels that bracket this ability, the inventory rating and
the operating rating. The inventory rating is the load that a bridge can carry for an
indefinite number of load cycles without detriment to the bridge. The operating rating is
the maximum load that can be carried on an infrequent basis without significant
detriment to the bridge. The NBIS requires the posting of load limits or restrictions on a
bridge when the load rating factors for the legal loads are less than one. Load rating
factors are ,calculated using six standard truck configurations to check the capacity levels:
three truck configurations represent legal loads; one a national standard truck; and two
overload vehicles.
A recent development is Specialized Hauling Vehicles (S Vs). SHVs are closely spaced
multi -axle single unit trucks introduced by the trucking industry in the last decade.
Examples include dump trucks, construction vehicles, solid waste trucks and other
hauling trucks. SHVs generally comply with Bridge Formula B and are for this reason
considered legal in all states, if a state's laws do not explicitly exclude the use of such
vehicles.
Using FHWA criteria Grant County had 61 bridges that required a load rating analysis
calculated by December 31, 2017. All of Grant County's SHV load analysis have been
completed at this time. Grant County has 38 SHV posted bridges with three added in
2022-23. See Appendix C.
V1. EMERGENCY REPAIRS
Br -229 on M -SE @ 5 was damaged in a motor vehicle accident. Girder G stem 4 was
damaged beyond repair. Grant County is currently negotiating to replace girder G. See
photos one through three in appendix D.
VII. MAINTENANCE ACTIVITIES
Proper maintenance and repairs are necessary to prevent further deterioration of
structures, to extend their useful life and to prevent or reduce major repair costs in the
future. During inspections maintenance needs are documented, prioritized, and work is
scheduled for completion by the Bridge Crew.
The Grant County Bridge Crew was formed in 2002. The crew consists of three crew
members and a working supervisor. Specialized equipment and vehicles are assigned to
the crew. The Bridge Crew performs a wide range of maintenance and construction
projects o*n our extensive bridge and drainage structure system.
Typical annual maintenance and construction activities include:
• Repair wood posts, railing, curbing, and uprights due to vehicle collisions.
• Repair guardrail and concrete corbels due to vehicle damage.
• Replace rotted or broken wood girders, wood decking, curbing and uprights.
• Replace rotted wing rail posts.
o Clean decks in the spring and tops of abutments in the fall.
o Repair concrete deck spalls and grout lines.
o Repair ACP or BST on decks and settled or high approaches.
o Install new large or multiple culverts as needed.
• Cleaning of all culverts annually.
• Repair or replacement of drainage structures from flash floods. or winter
runoff, including resetting of pipes, adding or repairing riprap.
• Repair expansion joints.
• Deck seating of concrete bridge decks.
V111. COMPLETED PROJECTS
None to report on currently.
I. CURRENT PROJECTS
SSB 405 B -SE Crab Creek. Two 6' diameter CMP's have failed. This short span was
closed to traffic early 2021. In June of 2023 there were two Bailey bridges installed at
this location. They will stay on location. until design work is completed on the
replacement culverts. See photo four in appendix D.
SSB 171 Sagebrush flats @ 23 -NW. Wooden bridge has multiple bridge deck areas of
rot. Recommend replacement with a pre -cast concrete box culvert. Project going out for
bids in the fall of 2023.
Br' 247 W -SE @ East Low Canal. Due to the widening of the irrigation canal by the
USBR at this structure they (USBR.) are requesting Grant County to replace or lengthen
this structure. Grant County is seeking funding from state and federal sources to
accomplish this work.
Br 248 11 SE @ East Low Canal. Similar to BR 247 this is another project that we will be
doing due to the widening of the canal. USBR is requesting that Grant County replace or lengthen
this structure. Again, Grant County is seeking funding from state and federal sources to
accomplish this work.
Br 426 West Canal @ George. The bridge deck has 7.7% in Condition State 2
(repaired) and 2.8% is Condition State 4 (poor). Possible candidate for a deck
rehabilitation project.
Br 373 1 NW .5 W of U. Single span wooden bridge. Deck is 4 feet narrower than the
28 -foot roadway. Several girders have neutral axis cracking. Very high traffic volume
during concerts at the Gorge Amphitheater near George.
GRANT COUNTY
A endi*x A
W A S H I N G T 0 N•P P
Fag
Bridge Sufficiency Rating
The sufficiency rating (SR) is the basis for establishing eligibility and priority for
replacement or rehabilitation of bridges with Federal Highway Bridge Replacement and
Rehabilitation Program (HBRRP) funds. The sufficiency rating is a numeric value which
indicates a bridge's relative ability to serve its intended purpose. The value ranges from
100 to 0. The sufficiency rating is the summation of four calculated values: structural
adequacy and safety, serviceability and functional obsolescence, essentiality for public
use, and special reductions. The sufficiency rating is generated automatically in Bridge
Works, the Washington State Bridge Inventory System (WSBIS) bridge management
software.
There are two types of deficient bridges. Structurally Deficient (SD) and Functionally
Obsolete (FO).
A Structurally Deficient bridge, as defined by Federal Highway Administration (FHWA.),
is one whose condition or design has impacted its ability to adequately carry its intend
traffic loads.
A Functionally Obsolete bridge as defined by FHWA, is one in which the deck geometry,
load carrying capacity, clearance, or approach roadway alignment has reduced its ability
to adequately meet the traffic need or is below accepted design standards. Those bridge
meeting the criteria for both SD and FO are only considered SD, the structural deficiency
overrides the functional obsolescence and the bridge will be considered in the SD
classification.
In general, the lower the sufficiency rating, the higher the priority for rehabilitation or
replacement. To qualify for replacement, a bridge must have a sufficiency rating of less
than 40.00 and be structurally deficient or functionally obsolete. To be eligible for
rehabilitation, a bridge must have a SR of 80.00 or less and be structurally deficient or
functionally obsolete. The bridge must be greater than ten years old. Based on funding
availability and critical needs within Washington State, H&LP sets a sufficiency rating
qualification for monies available for local projects. The current sufficiency rating
qualification is 40.
�: . Y GRANT COUNTY
A nd*x B
ppe i
W A S H I N G T 0 N
On February 3, 1949, Grant County and the United States Bureau of Reclamation
(USB.} signed the Blanket Crossing Agreement. This document contains 27 Articles, of
which Article 18 covers Title to and Maintenance of Crossing Facilities. Each party is
required to perform maintenance on their own structures or waterworks. If canal flows
create adverse effects on Grant County bridges, it is the responsibility of the USBR to
complete repairs within their canal prism to mitigate the damage or potential damage to
Grant County bridges.
Each fall as the irrigation canals drain, a quick survey is performed by Grant County
bridge inspectors to identify any areas of concern with respect to exposed pier or
abutment footings lying within the canal prisms. If any are found, the respective
irrigation district personnel are contacted with repair requests.
F ANT COUNTY
Appendl*x C
WASHINGTON
38 Structures
Bridge Number
Location
SHV Rating Factors
Posting Rating Factors
101
Wilson Creek @ RR Xing
SU6-.98, SU7-.89
103
20 -NE @ Adrian Rd
SU6-.91, SU7-.,83
106
36 NE
SU4-.68, SU5-.64, SU6-.58, SU7-.55►
Type 3-.80,3-S2-.85,3-3-.97
119
2tiKKNE@ Main Canal
SU4-.850 SUS -.80, SU6-.73, SU7-30
208
W -NE Ruff
SU6-.95,, SU7-.87
210
P -N E S of 7 -INE
SU6-.98, SU7.-.90
221
T -SE North of 7 -SE
SU5-.981 SU6-.90, SU7-.86
229
M -SE @ 5 -SE
SU4-34 SU5-.68, SU6-.63, SU7--.61
Type 3-.88, 3-S2-.91
248
11 -SE @ East Low Canal
SU7,-.97
305
N -SW @ 12.5
SU 6-.93, SU7-.90
310
Frenchman Hills @ Tunnel
SU6-,93J, SU7-.87
311
9 -NW @ Winchester WW
SU4-.91, SU5-.86, SU6-.78,, SU7-.74
312
5 -NW @ Winchester WW
SU4-.84, SUS -39, SU6-32, SU7-.68
313
E SE at 14.8
SU6-.99, SU7-.95
317
1 SW North of 11
SU4-,62, SU5-.58, SU6-.53, SU7-.50
Type 3-.74, 3-S2-.77,3-3-.92
319
12 -SW .2 East of K
SU4-.98) SUS -.90, SU6-.83, SU7-.82
323
8 NW at the West Canal
SU4-.77, SU5-30, SU6-.65, SU 7-.63
Type 3-.91, 3-S2-.94
328
Martin Rd. @ H
SU5--.960 SU6-.87, SU7-.83
329
K NW @ 11.5 NW
SU4-.90, SU5.83, SU638, SU7.77
339
Q -NW @ Upper Lateral
S U 6-,-96, S U 7-.91
342
Martin Rd
SU6-.971 SU7-.93
351
Martin Rd at R -NW
SUS -.99, SU6-.91, SU7-.82
356
9 -NW @ S
SU4-,.98, SU5-.95., SU6-.96, Su7-384
357
E -SE N of 12
SU6-.94, SU7-.91
360
3 -NW East of P
SU6-.99, SU7-.95
362
P -NW Feedlot North
SUS -396, SU6-.88 SU7-.84
372
M -SW Asparagus
SU6-.99, SU7-.95
373
1 -NW .5 W of U
SU5-.99P SU6-.91, SU7-.89
375
V -SW South of Baseline
SU5-.990 SU6-.91, SU7-.89
376
Dodson 1.3 N of 9 -NW
SU6-.93, SU7-.85
382
H -NW @ West Canal
SU6-.93., SU7-.88
383
G -NW @ West Canal
SU4-.88, SU5-39, SU6-.71, SU7-.64
Type 3-.98, 3-S2-.81, 3-3-.80
384
J -NW @ Pumping Plant
SU4-.901 SU5-,82, SU6-.76., SU7-33
387
O -NW @ West Canal
SU4-.90) SU5-.83, SU6-.761, SU7-33
415
F SE @ county line
SU4-.99, SU5-.92, SU6-.84 SU7-.81
417
8 SE North of 12 SE
SU6-.96 SU7-.91
419
E.3 SW South of Frenchmen
SU4-.80, SU5-35, SU6-.69, SU7-.66
Type 3-.97, 3-S2-.99
422
D -SW South of Frenchman
SUS -.96, SU6-.90, SU7-.90
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78,115 81,000
$12,896.82
$343,625.23
$420,000.00
$76,374.77
$343,625.23
$76,374.77
1 FLEET ADDITION 2023 FORD EXPEDITION/ 2023 budget carryover
$63,000.00
$31,500.00
$31,500.00
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$12,896.82
$343,625.23
$483,000.00
$0.00 $76,374.77
$0.00
$343,625.23
$107,874.77
$31,500.00
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1 FLEET ADDITION SURVEY TRUCK INSERT
$12,000.00
$12,000.00
1 2011 FORD F250 CREW CAB 2024 FORD F250 4X4 8' BED 0111 2008
208,000 210,000
$3,836.88
$37,706.49
$65,000.00
$27,293.51
$37,706.49
$27,293.51
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$3,836.88
$37,706.49
$77,000.00
$27,293.51
$37,706.49
$39,293.51
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1 2008 FORD F450 SERVICE TRUCK 2024 FORD F550 4X4 CAB CHASSIS/2023 carry 1004 2008
138,688 148,000
$3,528.73
$52,484.70
$68,000.00
$15,515.30
$52,484.70
$15,515.30
1 FLEET ADDITION. CARBIDE BITS FOR GRADER
$5,000.00
$5,000.00
1 2007 YORK ROCK RAKE 2024 ROCK RAKE 1504 2007
$969.87
$13,987.68
$12,000.00
$1,987.68
$12,000.00
1 2007 YORK ROCK RAKE 2024 ROCK RAKE 1506 2007
$969.87
$9,496.60
$12,000.00
$2,503.40
$9,496.60
$2,503.40
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$5,468.47
$75,968.98
$97,000.00
$11987.68 $18,018.70
$73,981.30
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196,204 196,204
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$296,535.71
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45
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1 2011 SUPERIOR BROOM 2024 SUPERIOR SM74J BROOM 2611 2011
3,000 3,248
$4,287.69
$92,161.80
$115,000.00
$22,838.20
$92,16180
$22,838.20
1 FLEET ADDITION AUTOMOTIVE SCAN TOOL
$2,500.00
$2,500.00
1 FLEET ADDITION LOW PROFILE 20 TON SERVICE JACK
$3,5 00.0 0
.3 500.00
2 FLEET ADDITION TIRE LOFTS
$5,000.00
$5,000.00
TOTAL ROAD DISTRICT #2
$28,386.73
$504,329.32
$756,000.00
$240,670.68
$11,000.00
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401 RVICESSE
2011 FORD F250 EXT CAB 4X4 2024 FORD F250 EXT CAB 4X4 3111 2011
119,320 130,000
$2,657.55
$51,999.12
$65,000.00
$13,000.88
91 .12
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1 1997 FORD LT -9000 5TH WHEEL 2024 FREIGHTLINER 114SD 5TH WHEEL 1220 1997
206,766 215,381
$8,489.09
$472,959.50
$175,000.00
$297,959.95
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$2,000.00
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$2,000.00
TOTAL ROAD DISTRICT #3
$11,146.64
$524,958.62
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SERVICES
E �401
2014 FORD F350 2024 FORD F350 FLATBED 0058 2014
115,019 128,089
$3,170.72 $ 73,068.26
$77,000.00
$3,931.74
730
$3,931.74
1 2014 FORD F350 2024 FORD F350 FLATBED 0079 2014
139,834 155,742
$4,120.92
$60,836.31
$77,000.00
$16,163.69
$601836.31
$16,163.69
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$7,291.64
$133904.57
$154,000.00
$20,095.43
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$20,095.43
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1,036 1150
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$16,000.00
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$5,500.00
$5,500.00
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$13,000.00
$13,000.00
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$0.00
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$20,000.00
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1 'UPGRADE FORKLIFT MAST 0047 .2005
1,325
1,450
$201F000.00
$10,000.00
$10,000.00
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$40,000.00
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$52,000.00
$52,000.00
1 ED -KA TRAILER 2024 TRAIL KING FLATBED TRAILER 0571 2003
$ 58,321.90
$30,000.00
$28,321.90
$30,000.00
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$0.00
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2012 DODGE JOURNEY 2024 FORD EXPLORER 0628 2012
115,265
125,000
$2,385.86
$46,372.86
$55,000.00
$8,627.14
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$2,385.86
$46,372.86
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1 2016 FORD EXPLORER 2024 FORD EXPLORER PURSUIT 7091 2016
110,132
125,364
$2,881.86
$61,346.31
$55,000.00
$1,346.31
55,000 00
1 2015 YAMAHA FJR 1300 2024 BMW R1250 RT -P MOTORCYCLE 7095 2015
27,618
31,500
$2,867.30
$34,841.39
$40,000.00
$5,158.61
34,94139
_
$5,158.61
2015 YAMAHA FJR 1300 2024 BMW R1250 RT -P MOTORCYCLE 7096 2015
34,117
38,850
$2,867.30
$39,909.34
$40,000.00
$90.66
,34
90.6909 61
1 2016 CHEVROLET TAHOE 2024 FORD F150 PURSUIT 7098 2016
111,901
127,819
$4,457.78
$93,590.19
$68,000.00
$25,590.19
00
1 2017 FORD EXPLORER 2024 FORD EXPLORER PURSUIT 7106 2017
112,600
131,524
$3,580.88
$43,446.24
$55,000.00
$11,553.76
.446.24
$11,553.76
1 2018 CHEVROLET TAHOE 2024 FORD EXPLORER PURSUIT 7113 2018
108,612
129,992
$4,603.85
$67,882.90
$55,000.00
$12,882.90
-,..
1 2018 CHEVROLET TAHOE 2024 FORD EXPLORER PURSUIT 7114 2018
110,427
132,164
$4,603.85
$61,619.28
$55,000.00
$6,619.28
55000.00
-
2018 FORD EXPLORER 2024 FORD EXPLORER PURSUIT/2023 carryover 7115 2016
134,306
150;000
$3,741.53
$62,548.38
$55,000.00
$7,548.38
55,000.001
1 2018 DODGE CHARGER 2024 FORD EXPLORER PURSUIT 2023 carryover 7119 2018
131,865
150,000
$3,065.70
$50,528.20
$55,000.00
$4,471.80
$4,471.801 :-
2018 DODGE CHARGER 2024 FORD EXPLORER PURSUIT 7120 2018
103,325
123,000
$3,065.70
$50,839.08
$55,000.00
$4,160.92
$4,160.921
2018 DODGE CHARGER 2024 FORD EXPLORER PURSUIT 7121 2018
106,250
127,000
$3,065.70
$510979.55
$55,000.00
$3,020.45
,979551
$3,020.45
1 2018 FORD EXPLORER 2024 FORD EXPLORER PURSUIT 7124 2018
128,632
156,176
$3,452.11
$57,340.86
$55,000.00
$2,340.86
55000.00
1 2019 DODGE CHARGER 2024 FORD EXPLORER PURSUIT 7131 2019
105,778
132,762
$3,052.23
$49,959.50
$55,000.00
$5,040.50
$5,040.50
1 2019 DODGE CHARGER 2024 FORD EXPLORER PURSUIT 7132 2019
108,713
136,445
$3,052.52
$55,164.08
$55,000.00
$164.08
$500.0
UPFITS
$72,000.00
$72,000.00
0.0 0
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TOTAL GCSO
$48358.31
$852,995.30
$825,000.00
$56,327.92 F
$33,496.70
$791,503.30
$33,496.70
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SURPLUS ., 11
$ 9 735
: ' ' TOTAL FLEET ADDITION/DEP $110,500.00 $47,500.00 $ $0.00 $158,000.00
AVAILABLE FUND $2,639,632:72
TOTAL FLEET ADDITIONS DEPT $158,000.00 :
$2,213,591.11
ADJ. REPLACEMENT;
EPLACEMENT COSTS