HomeMy WebLinkAbout20141049.tiff PA-08-CO-4145-PW-00687(0) P
Applicant Name: Application Title:
WELD(COUNTY) WELCO21 -Various Bridges-Part 2
Period of Performance Start: Period of Performance End:
09-14-2013
Bundle Reference# (Amendment#) Date Awarded
Subgrant Application - FEMA Form 90-91
Note: The Effective Cost Share for this application is 75%
FEDERAL EMERGENCY MANAGEMENT AGENCY
PROJECT WORKSHEET
DISASTER PROJECT NO. PA ID NO. DATE CATEGORY
WELCO21 123-99123- 11-13-2013 C
FEMA 14145 - DR 1-CO 00
APPLICANT:WELD(COUNTY) WORK COMPLETE AS OF:
11-13-2013:27%
Site 1 of 4
DAMAGED FACILITY:
COUNTY: Weld
BR 19-46.5A over Little Thompson River
LOCATION: LATITUDE: LONGITUDE:
40.32896 -104.88671
Current Version.
Site 1:Bridge WEL019.0-046.5A over Little Thompson River,in Section 9,T4N,R67W.
Lat:N40.32896
Long: -W104.88671
DAMAGE DESCRIPTION AND DIMENSIONS.
Current Version:
During the incident period of September 11,2013 to September 30,2013.Weld County,Colorado received heavy rainfall and debris in the
creeks,streams and rivers which caused damage to numerous roads and bridges in Weld County. Site 1 addresses damages to Bridge
WEL019.0-046 5A over Little Thompson River.in Section 9.T4N,R67W
On November 13,2013.Kathleen Ruvarac,FEMA TAC Bridge Specialist,David Ray,FEMA Hazard Mitigation Specialist,Gary Moore.
FEMA Environmental.Historic Preservation Specialist and Donald Dunker.Weld County Public Works Engineer,performed a site
investigation at this location to document damages. The bridge was open and repairs completed at the time of inspection.
Flooding of the Little Thompson River resulted in damages on CR 19.0 include washout of asphalt,roadway base and embankment material
on the northbound and southbound travel lanes and behind the wingwalls of the Bridge WEL019.0-046.5A.
The 54.75 ft long x 30.18 ft wide steel structure traverses the Little Thompson River in Weld County.CO. The bridge is a double(2)span
bridge consisting of an 11 inch asphalt overlay on corrugated steel deck,Seventeen(17)-S15x42.9 steel girders in the north span and
Eighteen-S15x 42.9 steel girders in the south span,sheet pile backwall supported by six(6)with 8 inch x 8 inch H piles abutments and
wing walls.and one(1)intermediate pier with six(6)8 inch x 8 inch steel piles with a 4 inch x 1.5 inch steel pile cap.The deck is flanked on
both sides with a galvanized W rail beam on 8 inch steel posts.
Asphalt Patch 1 on southbound roadway and shoulder measured 14 ft L x 12 ft W= 168 SF x 0.50 ft D=84.0 CF x 146 LB/CF x 1 ton/2000
LB=6.1 tons asphalt
Embankment Material lost in asphalt patch 1 is estimated 14 ft L x 12 ft W x 3 5 ft D =21.8 CY
Asphalt Patch 2 on southbound roadway and shoulder measured 5 ft L x 6 ft W=30 SF x 0.5 ft D= 15.0 CF x 146 LB/CF x 1 ton/2000 LB
= 1 1 tons asphalt
Embankment Material lost in asphalt patch 2 is estimated 5 ft Lx 6 ft W x 3.5 ft D=3.9 CY
e -- C c= pc,J, orm, F; eqo14/-/o4(9
4/- -moo/y Acci-, C4, 6)5 Bc x q≤
�-128•I�
Asphalt Patch 3 on top of deck measured 66 ft L x 31 ft W=2,046 SF x 0.515 ft O= 1,053.7 CF x 146 LB/CF x 1 ton/2000 LB=76.9 tons
asphalt
Embankment material was also washed away by the flood waters behind each wingwall(NE,SE,SW)and is estimated to be 5 ft L x 10 ft W
x3ftDx3 wings=16.7CY
Embankment material was washed out along the northbound shoulders(east side of the road)and is field measured to be 550(NE)+312
(SE)ftLx5ftWx1ftD= 159.6CY
Site 1:Total Asphalt=84.1 Tons,Total Embankment Material=202.0 CY
Rip Rap was washed away at the north and south abutments estimated to be 30 ft L x 10 ft W towards the channel x 3 ft D x2 abutments=
66.7 CY and 4 wingwalls 5 ft L x 10 ft W towards channel x 3 ft D x 4 wings=22.2 CY,total 88.9 CY
Guardrail end treatment at bridge guide rail ends were damaged at the four corners of the bridge.
Vegetative debris at the site requires clean up and removal. The quantity is estimated to be 100 ft in L x 60 ft in W x 5 ft in D=1,111.1 CY.
Recent bridge inspection report was provided by the applicant dated May 22,2012.The bridge was built in 1960 and had a sufficiency
rating of 50.4,Structurally Deficient in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,metal deck beams,sheet pile rusting.The deck
condition is noted as poor(4)on a scale of 0 to 9. The superstructure is noted as satisfactory(6)and substructure is noted as poor(4).The
channel banks were observed to be in need of minor repairs(7). Maintenance items included bridge deck repair or replacement,structure
replacement,railing replacement,encasing abutments.
The Applicant has provided pictures of the facilities documenting damages. These photos are attached to this project worksheet.
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED
1—Fill embankment material lost in roadway travel lanes,embankment and shoulders—202.0 CY x 1.82(Conversion Factor CY ABC Class
6 Material to Tons=367 6 tons—368 tons x$33.70/ton(COOT Item Number 304-06000 Aggregate Base Course Class 6 x 2 due to
economies of scale as compared with number of COOT annual projects)=$12,401.60
2—Replace asphalt on northbound travel lanes=84.1 tons x$81.70/ton(COOT Item Number 403-33741 Hot Bituminous Pavement
(Grading S)(75)(PG 64-22)=$6,870.97.The applicant indicated that the debris would be disposed of at its landfill in Kennesburg,
Colorado.Tree limbs,etc.would be disposed of at A-1 Organics Rattler Ridge, 12002 CR 59,Kennesburg.CO. Solid Waste would be
disposed of at Waste Management-Buffalo Ridge Landfill,11655 CR 59,Keenesburg,CO.
3-Replace Rip Rap north and south abutments=88.9 CY x$83.17/CY(Rip Rap 18 inch CDOT Item Number 506-00218)=$7,393.81
4-Replace guardrail end treatments at 4 corners of bridge=4 EA x$1,664.67=$6,658.68(CDOT Item Number 606-02005 End
anchorage(flared)
5-Debris removal at site-1.111.1 CY x$5.00/CY estimated cost=$5,555.50. The applicant indicated that the debris would be disposed
of at its landfill in Kennesburg,Colorado.Tree limbs,etc.would be disposed of at A-1 Organics Rattler Ridge,12002 CR 59,Kennesburg,
CO. Solid Waste would be disposed of at Waste Management-Buffalo Ridge Landfill, 11655 CR 59,Keenesburg,CO.
6-Traffic Control at site-$3,500.00 lump sum estimated
Site 1 Total=$42,380.56 cost estimate prepared by project specialist using 2013 CDOT Average Unit Prices
Direct Administrative Costs: An estimate for this PW is included as follows:20hrs x$50/hr=$1.000.
PROJECT NOTES[applicable to all Sites in this PW]:
1. During repair or reconstruction,applicant may incur additional costs related to clearing and grubbing,placement of topsoil,erosion and
sedimentation control,dewatering,sanitary facilities mobilization and flagging/traffic control.Such costs are generally addressed in the"in-
place"unit costs of repair or reconstruction items,and not specifically addressed in the Scope of Work. However,if a project requires an
extraordinary use of any such items,to where a specific reference in the PW should be considered,applicant is advised to contact Colorado
Department of Emergency Management requesting a revision to the PW's Scope of Work.
2. Applicant has completed a substantial percentage of the work but will not have cost data available within the fourteen day Pocket Guide
rule.Per Field Operations Pocket Guide,Section 7.Cost Estimates.Page 26,"If the applicant has not produced cost data within two weeks
of the site inspection.the Project Specialist will prepare the PW on the basis of an estimate for the work accomplished".Applicant and
FEMA personnel jointly conducted all inspections and agreed to use CDOT costs for in-place costs to derive estimates on this project
worksheet.Applicant understands that all actual support documentation,invoices,FA records,contract and proof of payment will be
required for final reconciliation and or closeout process.Attached is the COOT average in-place cost for materials.
3. The Applicant will notify FEMA and the State of their intent to perform permanent work related to this site before any work commences
in the field.Failure to do so may jeopardize the sub-grant for permanent work related to the work in this sub-grant.
4. Pursuant to 44 CFR 13.42. Grantees and Subgrantees are required to retain records,including source documentation.to support
expenditures/costs incurred against the grant award.for 3 years from the date of submission to FEMA of the final Financial Status Report.
5. The applicant must obtain all required federal,state.and local permits prior to the commencement of work.
6. The subgrantee is requesting direct administrative costs that are directly chargeable to this specific project. Associated eligible work is
related to administration of the PA project only and in accordance with 44 CFR 13.22. These costs are treated consistently and uniformly as
direct costs in all federal awards and other subgrantee activities and are not included in any approved indirect costs.
7. Payment for small projects is made at the time of project approval,based on validated documentation included in the PW,including
documents,site visit observations and/or photos. At the time that this PW was written,no documentation was available regarding DAC.
Since DAC can only be validated through documentation provided by the applicant,no allowance was included.
8. Project was reviewed for 406 Hazard Mitigation and a hazard mitigation proposal is attached to this project worksheet.
9. The applicant is aware that all projects are subject to an insurance review as stated in 44 C.F.R.Sections 206.252 and 206.253.If
applicable,an insurance determination will be made either as anticipated proceeds or actual proceeds in accordance with the applicant's
insurance policy that may affect the total amount of the project.
10. The applicant is required to adhere to State and Federal Government Procurement rules and regulations and maintain adequate
records to support the basis for all purchasing of goods and materials and contracting services for projects approved under the Public
Assistance program,as stated in 44 CFR 13.36.The applicant has advised they have followed their normal procurement procedures.
Site 2 of 4
DAMAGED FACILITY:
COUNTY: Weld
BR 5-42A over Little Thompson River
LOCATION: LATITUDE: LONGITUDE:
40.29311 -105.0179
Current Version:
Site 2:Bridge 5-42A over the Little Thompson River
Lat:40.29311
Long:-105.01790
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
On November 19th.2013,Kathleen Ruvarac,FEMA TAC Bridge Specialist and David Ray,FEMA Hazard Mitigation Specialist performed a
site investigation at this location to document damages. The repair was substantially completed at the time of inspection.
1.Damaged asphalt east shoulder 69 FT X 4.5 FT X 0.33 FT=102.47 CF.
2.Ditch filled in with silt and gravel SW,175 FT.
3.Ditch filled in with silt and gravel NE, 1133 FT.
4.Shoulder erosion SE,267 FT X 4 FT X 1 FT= 1,068.00 CF /27 =39.56 CY.
5.Shoulder erosion SW,237 FT X 4 FT X 1 FT=948.00 CF /27 =35.11 CY.
6.Shoulder erosion NE,529 FT X 4 FT X 1 FT=2,116.00 CF /27 =78.37 CY.
7.Rip rap 18IN at wingwalls,40 FT X 5 FT X 3 FT=600.00 CF /27 =22.22 CY.
Site 2 TOTAL:Asphalt 102.47CF,Ditch 1,308FT,shoulder erosion 153.04CY,and rip rap 22.22CY.
SCOPE OF WORK:
Current Version:
WORK COMPLETED:
1.Repair Damaged asphalt east shoulder 102.47 CF X 130LB/CF= 13,320.45 LB/2000= 6.66 TON X$81.70 /TON=$544.12. 403-
33741 COOT
2.Repair Ditch filled in with silt and gravel SW, 175 FT X $3.40 /FT=$595.00.FEMA 3070
3.Repair Ditch filled in with silt and gravel NE, 1133 FT X $3.40 /FT=$3,852.20.FEMA 3070
4.Repair Shoulder erosion SE, Aggregate Base Course(Class 6), 1,068.00 CF /27 =39.56 CY X 1.82=71.99 TON X$33.70 /TON=
$2,426.10.304-06000 CDOT
5. Repair Shoulder erosion SW, Aggregate Base Course(Class 6), 948.00 CF /27 =35.11 CY X 1.82=63.90 TON X$33.70 /TON =
$2,153.50. 304-06000 CDOT
6.Repair Shoulder erosion NE, Aggregate Base Course(Class 6), 2,116.00 CF /27 =78.37 CY X 1.82 = 142.63 TON X$33.70 /TON=
$4,806.77. 304-06000 CDOT
7.Repair rip rap 18IN at wing walls,600.00 CF /27 =22.22 CY X $83.17 /CY=$1,848.22. 506-00218 CDOT
Site 2 TOTAL COST=$16,225.92.
Site 3 of 4
DAMAGED FACILITY:
COUNTY: Weld
BR 16.5-1B over Boulder Creek
LOCATION: LATITUDE: LONGITUDE:
40.10906 -105.03695
Current Version:
Site 3:Bridge WELO 16.5-001-08 over Boulder Creek,in Section 30.T2N,R68W.
Lat:40.10906
Long:-105.03695
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
On November 14,2013,Kathleen Ruvarac, FEMA TAC Bridge Specialist,David Ray,FEMA Hazard Mitigation Specialist,Gary Moore,
FEMA Environmental,Historic Preservation Specialist and Donald Dunker,Weld County Public Works Engineer,performed a site
investigation at this location to document damages. The bridge was open and repairs partially completed at the time of inspection.
Flooding of Boulder Creek resulted in embankment material washed away from -
the east abutment and wingwalls of Bridge WEL016.5
001.OB.Washout of roadway base and surface gravel east of the bridge is covered in Project Worksheet WELCO03.
The 126.8 ft long x 31.9 ft wide concrete structure traverses the Boulder Creek in Weld County,CO. The bridge is a double(2)span bridge
consisting of a 2 inch asphalt overlay on 6 inch precast double tee girder top flange,four(4)—3 ft-8 inch x 8 ft concrete double tee girders
in each span supported by concrete abutments and wingwalls and one(1)intermediate pier. The deck is flanked on both sides with a
galvanized W rail beam on 8 inch steel posts.
1.Embankment material was washed away from the east abutment estimated to be 50 ft L x 10 ft W towards the channel x 3 ft 0=55.6 CY
Due to extensive damage at the site,Rip rap will be installed on the channel side of the east abutment and wingwalls in lieu of embankment
material.Mitigation will be acheived as a good construction practice.
2.Erosion at the base of the east abutment and wingwall estimated to be 30LF x 3FT wide x 6FT deep=540CF/27=20CY
3.Erosion at the base of the pier(called Pier 2 in the bridge report]estimated to be 25LF x 5FT wide x 2.5FT deep=312.5CF/27=11.57CY
use 12CY
4.In addition,vegetative debris accumulated at the site,estimated 60 ft L x 23.4 ft W x 10 ft D=520 CY
Recent bridge inspection report was provided by the applicant dated May 21,2012.The bridge was built in 1983 and had a sufficiency
rating of 96.9 in 2012.
2012 inspection notes of elements include:bridge deck and approach railing inadequate,pavement on deck is cracking,potholes on deck,
debris and vegetative control. The deck condition is noted as satisfactory(6)on a scale of 0 to 9. The superstructure and substructures are
noted as good(7).The channel banks were observed to be slumping(6). Maintenance items included sealing of crack in deck overlay at
ends of deck,railing replacement,removal of island formed in channel downstream of pier P2.
Applicant submitted Bridge Inspection Report dated 11/1/13 that indicates scour at the east bridge abutment. In addition,Streambed
History data was submitted that shows approximately 6FT of scour occurred at the east abutment since the 2012 report,therefore Item#2
above was added after a site visit occurred on 3/21/14.
The Applicant has provided pictures of the facilities documenting damages. These photos are attached to this project worksheet.
This site is not part of a FHWA roadway system
SCOPE OF WORK:
Current Version:
WORK TO BE COMPLETED:
1. Install Rip Rap at the east abutment and wingwalls=55.6 CY x$83.17/CY(Rip Rap 18 inch CDOT Item Number 506-00218)=$4,624.25
2a. Install Aquadam[8FT High]or similar barrier to control water.50LF x$75/LF=$3,750+$500[collar] +$350[Double Closed End adder]
=$4,600
2b. Install dewatennpump/generator FEMA Code 8311] 1 EA x 2Days x 24HR/Day $8.00/HR-
9 assembly[ y x - $384.00
2c.Install formwork[30LF x 6FT= 180SF]:52,000 lump sum estimate
2d.Install flowable fill(20CY].20CY x$107.41 [CDOT 206-00065]=2.148,20
3.Install rock at the upstream side of the pier[12CY]. 12CY x 583.17/CY[CDOT 506-00218]=$998.04
4.Vegetative debris removal,520 CY x$5.00/CY estimated cost=$2,600.00.The applicant indicated that the debris would be disposed of
at its landfill in Kennesburg,Colorado.Tree limbs,etc.would be disposed of at A-1 Organics Rattler Ridge,12002 CR 59,Kennesburg,
CO. Solid Waste would be disposed of at Waste Management-Buffalo Ridge Landfill.11655 CR 59,Keenesburg.CO.
Site 3 Total=$14,754.49 cost estimate prepared by project specialist using 2013 CDOT Average Unit Prices
Site 4 of 4
DAMAGED FACILITY:
COUNTY: Weld
BR 17-4A over Big Dry Creek
LOCATION: LATITUDE: LONGITUDE:
40.0167 -104.90482
Current Version:
Site 4:Bridge WELO17.0-004.0A over Big Dry Creek in Section 29,TIN,R67W.
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
On November 14th,2013,Kathleen Ruvarac,FEMA TAC Bridge Specialist and David Ray,FEMA Hazard Mitigation Specialist and Donald
Dunker,Weld County employee,performed a site investigation at this location to document damages. The repair was substantially
completed at the time of inspection.
Damages to the facility include the following:
1 .Embankment wash out south abutment. 31 FT X 7 FT X 2 FT=434 CF/27= 16.07 CY
2.Ditches filled with sand and gravel. 440 FT
3. Rip rap wash out at abutments and wingwalls. 96 FT X 3.5 FT X 4 FT=1,344 CF/27=49.78 CY
4.Surface gravel wash out roadway deck(21N). 27 FT X 33 FT X 0.17 FT=151 CF/27=5.61 CY
Site 4 TOTAL. Embankment 16.07 CY, Ditches 440 FT, Riprap 49.78 CY AND Surface gravel 5.61 CY.
SCOPE OF WORK:
Current Version:
WORK COMPLETED:
la.Embankment wash out south abutment. 16.07 CY X 1.82=29.25 TONS X$33.70=$985.89 CDOT 506-00218
lb.Structure Backfill (Flow-Fill)(Used to stabilize the soil. 40.00 CY X$90.07=$3,602.80 CDOT 206-00065
2.Ditches filled with sand and gravel,440FT.X $3.40=$1,496.00 FEMA 3070
3.Rip rap,recycled concrete,wash out at abutments and wingwalls. 49.78 CY x1.82=90.60 TONS X$15.00=$1.358.93(Unit price of
$7.50 X 2=$15.00 to allow for installation cost.)
Site 4 WORK COMPLETED TOTAL:$7,443.62
WORK TO BE COMPLETED:
3a.Remove recycled concrete[Item 3 above in Work Completed]that was placed temporarily at the time of the repair immediately after the
event. 49.78CY x 1.82=90.60 TONS x$7.50/T=$679.50(Unit price of$7.50/T is the same as the installation cost shown in Item 3)
3b.Install rip rap. 49.78CY x$83.17/CY=$4,140.20 COOT 506-00218
3c.Install topsoil over rip rap. 96FT x 3.5FT=336SF x[4"112]=112CF/27=4.2CY x$10 11/CY=$42.46 CDOT 207-00205
3d.Install seeding.336SF/43560=0.0077 AC x$545.81/AC=$4.20 COOT 212-00006
3e. Install soil retention blanket. 336SF/9=37.33SY x$2.15/SY=S80.27 CDOT 216-00042
4 Surface gravel wash out roadway deck(21N). 5.61CY X 1.82=10 21TONS X$33.70/TON =$344.08[COOT 304-06000 x 2 as agreed
for Weld County projects]
Site 4 WORK TO BE COMPLETED TOTAL:$5,290.71.
Does the Scope of Work change the pre-disaster
conditions at the site? Yes No Special Considerations included? Yes No
Hazard Mitigation proposal included? Yes
Is there insurance coverage on this facility? Yes No
No
PROJECT COST
ITEM CODE NARRATIVE QUANTITY/UNIT UNIT PRICE COST
'Version 0"`
Work Completed
1 9999 Site 2-BR 5-42A over Little 1/LS $ 16,225.92 $ 16,225.92
Thompson River
2 9999 Site 4-BR 17-4A over Big Dry 1/LS $7,443.62 $ 7,443.62
Creek
Work To Be Completed
3 9999 Site 1 - BR 19-46.5A over Little 1/LS $42,380.56 $42,380.56
Thompson River
4 9999 Site 3 BR 16.5 1B over Boulder 1/LS $ 14,754.49 $ 14,754.49
Creek
5 9999 Site 4- BR 17-4A over Big Ory 1/LS $5,290.71 $5,290.71
Creek
Other
6 9901 Direct Administrative Costs 1/LS $ 1,000.00 $ 1,000.00
(Subgrantee)
TOTAL COST $87,095.30
PREPARED BY KATHLEEN RUVARAC TITLE TAC Bridge Specialist SIGNATURE
T
APPLICANT REP.Roy Rudisill TITLE Director-OEM SIGNATURE %;'17-,
Esther Gesick
From: Roy Rudisill
Sent: Tuesday, April 22, 2014 9:23 AM
To: Esther Gesick
Subject: PWs
Attachments: Weld County PW Verious Bridges WELCO016 Signed.pdf; Weld County PW Various Bridges
WELCO021 Signed.pdf; Weld County PW Roads WELCO03 signed.pdf; Weld County PW
CR 34 Roads Bridge 34-17A Welco018 signed.pdf; FEMA PW Summary 21April2014.xlsx
Esther, I've attached the PWs that are completed by FEMA and us. A few things to note; PW's 16 and 20 were
combined into PW 16, PW's 21,22,26 and 32 were combined into PW 21. We are still working on PW 4, 9 and
35 but should have them soon. I believe this covers your list.
Let me know if you need anything else.
Roy
Roy,
We are still needing copies of PW's for:
WELCO03, WELCO04, WELCO09, WELCO16, WELCO18, WELCO20, WELCO21, WELCO22, WELCO23, WELCO26,
WELCO32, AND WELCO35
Thanks!
Director Roy Rudisill
Weld County Office of Emergency Management
1150 O St. Greeley Co. 80632
970-304-6540 Office
970-381-0417 Cell
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From: Roy Rudisill
Sent: Tuesday,April 01, 2014 7:36 AM
To: Esther Gesick
Cc: Katie Wolff; Tommy Horton
Subject: FW: PW Worksheet for BOCC approval
Attachments: FEMA PW Summary 31March2014.xlsx
Esther, when you view the worksheet you will see the top four PWs in red, we have not received these from
FEMA. The bottom of the sheet has PW listed in bold,these have been signed and returned to FEMA. The
PW's we are approving are the remaining PWs. Hope this helps and please let me know if you have any
questions.
Roy
Director Roy Rudisill
Weld County Office of Emergency Management
1150 O St. Greeley Co. 80632
970-304-6540 Office
970-381-0417 Cell
'40 ' it'
.2 � a u
r i
Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure,copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Katie Wolff [mailto:kwolffPbasetactical.comj
Sent: Monday, March 31, 2014 8:45 PM
To: Roy Rudisill
Cc: 'Tommy Horton'; Esther Gesick
Subject: RE: PW Worksheet for BOCC approval
Here you go.
Katie Wolff
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