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Home My WebLink AboutCulvert - Shumann at ThunderbirdFederal Emergency Management Agency Project Worksheet Declaration No,Project FEMA- 1545 DR- FL No. 1 FIDS No. 061-64825-00 Date 10/08/04 Category C Damaged Facility: Culvert - Schumann at Thunderbird wort: Completed n% of'. Date: 10/8,2004 Per Cent: 0" 6 Applicant: City of Sebastian County: Indian River Location: Culvert - Schumann at Thunderbird Latitude: 27.76338 Lonriuuie: -80.47976 Damage Description & Dimensions: Heave rains and flooding washed out the bedding material around and under the culvert causing: (I I loss of 48" x 76" ECMP culvert (100 LF) (2) failuretloss of the overlying pavement section (37' x 20')'. (3) loss of 8' asphalt watkway (40 LF). Scope of Work: The culvert and pavement replacement work consists of the following tasks: (1) furnish and install 60" CMP (100 LF); (2) install two 60" CMP end sections: (3) perform excavation and backfill (350 CY); (4) construct headwall and endwall using Class A concrete (15 CY); (5) place base course (45 CY): (6) place V binder course (5 Ton); (7) place 1/2" surface course (3 Ton): (8) provide labor using City employees (Lump Sum). (SEE CONTINUATION SHEET Does the Scope of Work change the pre-disaster conditions at the site? Special Considerations issues included? Hazard Mitigation proposal included? Is there insurance coverage on this facility? Ej YES L/j No ❑ YES Q✓ NO EIYES Q✓ NO 7 YES ❑ No Project Costs Item Code Narrative Quant. Unit Unit Price Cost 1 3374 CiMP 60" (FURNISH AND INSTALL) 100 LF 133.00 13.300.00 2 3387 CMP 60" END SECTION'S 2 EA 4_,000.00 8,000.00 3 3050 EXCAVATION & BACKFILL 350 CY 7.50 2,625.00 CONCRETE CLASS A (STRUCTURAL) FOR 4 3215 HEADWALL AND ENDWALL 15 CY 540.00 8.100.00 5 3091 AGGREGATE BASE COURSE 45 CY 26.00 1.170.00 6 3120 BITUMINOUSE CONCRETE BINDER CASE 5 TON 28.00 140.00 7 3130 BITUMINOUSE CONCRETE SURFACE CASE 7 TON 40.00 280.00 8 9007 LABOR I LS 0.00 Total Costj $33,615.00 PREPARED BY: TITLE: Project Officer APPLICANT: City of Sebastian DATE: 10/8/2004 FEDERAL EMERGENCY MANAGEMENT AGENCY SPECIAL CONSIDERATIONS QUESTIONS APPLICANT: City of Sebastian DATE: 10/8/20(4 F PS #: 061-64825-00 PROD. # I 1. Does the damaged facility or item of work have insurance and/or is it an insurable risk? (c.g.'buildings,eguipment, vehicles, etc.) []YES QNO ❑UNSURE Comments: 2. Is the damaged facility located within a floodplain or coastal high hazard area or does it have an impact on a floodplain or wetland? I]YES [I NO [I UNSURE Comments: Verified by check of FEMA FIRM No. 120123-0079-E 3. Is the damaged facility or item of work located within or adjacent to a Coastal Barrier Resource System Unit or an otherwise protected area. ❑ YES 10 NO ❑ UNSURE Comments: Verified by check of FEMA FIRM No. 120123-0079-E 4. Will the proposed facility repairs/reconstraction change the pre -disaster condition? (e.g., footprint, material, location, capacity, use or function) []YES ❑✓ NO ❑UNSURE Comments: 5. Does the applicant have a hazard mitigation proposal or would the applicant like technical assistance for a hazard mitigation proposal^. ' [I YES ONO ❑UNSURE Comments: The applicant has not expressed interest in hazard mitigation. 6. Is the damaged facility on the National Register of Historic Places or the state historic listing? Is it older then 50 years? Are there more, similar buildings near the site? ❑YES NO []UNSURE Comments: 7. Are there any pristine or undisturbed areas on, or near, the project site? Are there large tracts of forestland? OYES ONO ❑UNSURE Comments: 8. Are there any hazardous materials at or adjacent to the damaged facility and/or item of work? El YES ONO ❑UNSURE Comments: 9. Are there any other environmentally or controversial issues associated with the damaged facility and/or item of work! ❑YES [ONO ❑UNSURE Comments: I APPLICANT City of Sebastian COST SUMMARY FIPS NO. 061-64826-00 PROJ. NO. 1 ITEM # COST CODE UNIT $1 UNIT SITE 1 SITE 2 SITE 3 SITE 4 SITES TOTAL UNITS TOTAL COST 1 3374 EA $133.00 100 0 0 0 0 100 $13,300.00 2 3387 EA $4,000.00 2 0 0 0 0 2 $8,000.00 3 3050 EA $7.50 350 0 0 0 0 350 $2,625.00 4 3215 EA $540.00 15 0 0 0 0 15 $8,100.00 5 3091 LF $26.00 45 0 0 0 0 45 $1,170.00 6 3120 EA $28.00 5 0 0 0 0 5 $140.00 7 3130 EA $40.00 7 0 0 0 0 7 $280.00 8 8007 SF $0.00 1 0 0 0 0 1 $0.00 TOTAL $33,615.00 ITEM # DESCRIPTION $1 UNIT ISOURCE OF COST 1 CMP 60" (FURNISH AND INSTALL) $133.00 FEMA 1545 Florida Cost Codes 2 ICMP 60" END SECTIONS $4,000.00 FEMA 1545 Florida Cost Codes 3 EXCAVATION & BACKFILL $7.50 FEMA 1545 Florida Cost Codes 4 CONCRETE CLASS A (STRUCTURAL) FOR HEADWALL AND ENDWALL $540.00 FEMA 1545 Florida Cost Codes 5 AGGREGATE BASE COURSE $26.00 FEMA 1545 Florida Cost Codes 6 _ BITUMINOUSE CONCRETE BINDER CASE $28.00 FEMA 1545 Florida Cost Codes 7 BITUMINOUSE CONCRETE SURFACE CASE $40.00 IFEMA 1545 Florida Cost Codes 8 LABOR $0.00 icity of Sebastian Y f t -((,3° Vic- v-- c - LF-- -�-tj/12-)/ :;�? L': 2.s GY CCS hPF,4< = Cr2) 0 J' 2 � 'S. 0T -D Asphalt Bulk Density (CSR) 2.30 Ton/MA3 2.50 Ton/MA3 x (1 M43/1.3080 CY) 1.76 Ton/CY 1.91 Ton/CY x (ICY/27 CF) 0.07 Ton/CF 0.07 Ton/CF x (2000 lbs/Ton) 130.25 pcf 141.58 pcf 1,76 �i- <<ci( 2 CSR - Glossary Page 1 of b Glossary [AIBIcI�IEIFI�IHI?131KWX Average Least The average height of the aggregate particles when they are Dimension (ALD) single layer with their least dimensions vertical Base Course A layer of asphalt below the wearing course. Batch Plant/Drum Plant A plant used for the manufacture of asphalt. Can be either a a batch plant. Binder "i A substance used for the purpose of Improving the adhesion Adhesion Agent Bitumen bituminous binder and the aggregate. The term generally ref " seal applications. the presence of water. I Refer Asphalt. '-A granular material either natural or processed from deposit Aggregate �' rock etc.. Described as Coarse Aggregate or Fine Aggregate. surface. Aggregate or Fine Aggregate. Anti Stripping. Agent etc.. See Adhesion Agent As 1160 Australian Standard for Bitumen Emulsions for Construction of Pavements AS 2008 Australian Standard for Residual Bitumen for Pavements. AS 2150 Australian Standard for Hot Mixed Asphalt. AS 2758 Australian Standard for Aggregate and Rock for Engineering Ascrete Open Graded Asphalt with the addition of cement slurry to p surface resistance to deformation and oil spillage. '.. A mixture of bitumen and aggregates (coarse and fine Incluc Asphalt (BC or AC) Produced as Hot Mix or Cold Mix. Referred to as BC (Bitumin '. AC (Asphaltic Concrete). See also Types N, H, L, R, T.and V. Asphaltic Concrete Refer Asphalt. Average Least The average height of the aggregate particles when they are Dimension (ALD) single layer with their least dimensions vertical Base Course A layer of asphalt below the wearing course. Batch Plant/Drum Plant A plant used for the manufacture of asphalt. Can be either a a batch plant. Binder A material used to bind aggregates. Usually bitumen and bit A product of the oil refinery process. Bitumen is usually stop Bitumen approximately 1500C to maintain it in a liquid form. Used in " seal applications. Bituminous Concrete I Refer Asphalt. Blast Furnace Slag I Refer Slag. Bleeding Is where the bitumen bleeds to the surface causing a very si surface. A mixture of fine and coarse aggregatesbound together witf Bound Material etc.. Brooming The use of a broom (normally attached to a tractor) to remo from the crushed rock surface prior to laying asphalt or seal. http://www.csr.com.au/technical/glossary. asp?contenttype=EMOLELTM-GLOSSARY&co... 10/5/2004 CSR - Glossary Page 2 of 6 Bulk Density Can refer to the density of the aggregate or the density of o Typically Asphalt is 2.3 to 2.5 t/m3. Carriageway The portion of road used by vehicles. Includes the shoulders .Drier lanes. Coarse Aggregate A general term for aggregate of such size that it is substanti Sag Slag sieve of specified size, commonly 4.75 mm Emulsion An asphalt which when cold will remain workable for up to 2 Cold Mix (CM) (Premix/Fullgrade) diesel and kerosene. (Used for pot holes, general patching, E and temporary road reinstatement.) Enrichment A mechanical method of cold milling a pavement surface to r Cold Planing a specified grade and profile by removing corrugations, ruts imperfections In preparation for resurfacing. Compaction A process of Increasing the density of the Asphalt by rolling vibrating compactors. Fatty Surface A sample taken from the compacted asphalt for testing. Usu Core testing. Coverage Refers to the area (mz) covered by one ton of asphalt or the per square metre. rBreak in the surface of the pavement. There are a number o Cracks cause cracking. Different types of cracks are; Block, Crocodi Shrinkage and Slippage. Crushed Rock An aggregate made from crushed rock, as distinct from crus Cut -Back. Bitumen A mixture and a cutter eg. Kerosene. See also cutter. Cutter A liquid usually kerosene added to bitumen to reduce It's vis Spray Seal or for priming. Deep Strength Asphalt A pavement structure in which the wearing course and a sut Pavement the base consist of asphalt. The vertical movement of a pavement under load. This is oft Deflection ! determine the pavement life and existing wear rate of the pi determine rehabilitation programmes. Dense Graded Mix An asphalt produced with aggregate that produces a continu low air voids as compared with open graded products. Design Life The design life of the pavement. The amount of traffic influe life. Double Seal '-. A seal coat (refer seal) consisting of two successive appiicati .Drier The section of the plant that heats and dries the aggregate. Electric Arc Furnace Refer Slag. Sag Slag Emulsion Is a mixture of water and bitumen used for priming, sealing of asphalt layers. (Refer Emulsion Prime, Spray Seal Referer An application of spraying a bituminous material of either bit Enrichment kerosene bituminous emulsion or formed bitumen to an axis' improve the bonding of the binder and the aggregates (Refe Reference Chart). [Fatigue The deterioration of a pavement or other structure caused b' repetitive vehicle loads Fatty Surface Designated by areas where the bitumen has bled to the surf. bleeding. Can become soft in hot weather. http://www.csr. com.au/technical/glossary.asp?contenttype=EMOLEUM-GLOSSARY&co... 10/5/2004 CMe. � VVVYWL CLIENTt��'�'_�� JOB NO. PROJECT DATE CHECKED DETAIL G�L-� CHECKED BY 79 1 b, C� mss) COMPUTED BY-CT'y6Ll DATE PAGE NO. 3' wicDc- 0avc. KJs�A41 e �i 1/I y � Lt C / s� 2 b, C� mss) COMPUTED BY-CT'y6Ll DATE PAGE NO. 3' wicDc- 0avc. KJs�A41 CLIENT �Li('•�-"-��nJ JOB NO, PROJECTf�yl/fliEow�'�� DATE CHECKED DETAIL CHECKED BV COMPUTED BY oN PAGE NO. ^' CLIENTPROJECT DETAIL DETAIL JOB NO. _ COMPUTED BYjL DATE CHECKED __ _ DATE �teJ�l-- CHECKED BY PAGE NO. -� Srl1®mn Drive Culvert Replacement Estimated Estimated Aved ReploCanta d lF 5 3.49 250 5 1,047 1 oaten Control (Silt Fence) 04130 EAS S 110,00 5.91 42 $ 286 , Sales IWOO 102-10 DA S 260.W— _...__80 _..... _ S__ 18.724 eintenanca of Traffic - Maintain One Open t-ena lP $ 275.00 100 $ 33.60 stall 76' x 4W RCP 430-982-24 -10 420202-248-10 E4 5 4,00.66 ��—E—�S4 2 re' amed End Soden (RCP) lzazo cr 5 6e4 363 5 addu MetaneVCompection 10-40 SV $ 1.57 114 5 214 r Type 'Ir Stibusmon Subbase (36 undo) SV S 11.73 S 1,563 laenrx nease (3r Was) 267-711.30 IN S 80.00 40 5 3,840 .S Type Sl Asphalt (36 Vose) CV S 5.00 150 S 06 m Channel (Upstream 8 Dovmsheen of Curvene) DM 12D26 12 5 5,322 xmvation of M8181181 SV S 2.87 1889 1(Neanst 51.000) .............................. _..... _............ 57,800 1xy� (10%af 5ubrowi 1) $12.500 +y Repan Cods $11.700 tonlDarobetraCon(15% 0: Subtotal l) S 110,00 . ........... ........... ..... $16.500 ,no. Survey. S Pemtllfl (15 %of Sutmidl 2) ,.The above pmlreble ematruo0on cost does not inclwle RNV acgussim mvle6erM mlggatim cost - 2. ao,,d caln mot is based on dam from 2003 FDOT Sleleaidn Item Average Unit Cas, conbaotms and vendors. 3.=smlaim Gua to malarial picking fluebmlbns (e g. steal and conervx,) have not been mduded in 6Us estimator at this Mine and should be conelderetl when reviewing MO Eetan des. 4. Excevation mot (CV) may very significantly if tae excrevatetl m asW em not be used as common 0 and may need to be disposed of by the connector. 5. Cost does not mduda any potential harartlous materiel remediation or uuliees adluatmems cost. FEDERAL EMERGENCY MANAGEMENT AGENCY LOCATION MAP APPLICANT: Cit), of Sebastian DATE: 10/8/2004 FITS #,: 0 PROD. # I --- D5KI ,Ave. _ - -�4ivard Ave .. � _... - 09 w __ cy L,rJ ai di IC O cc L m Q 4} cz 3 � -.__- c� — n coauglass-=A /4 T - Ca vd ht in 206-0-lv ra aft -U �. and/or its suppliers. All rights resented. Cuh-ert - Schumann at Thunderbird FEDERAL EMERGENCY MANAGEMENT AGENCY PHOTOS APPLICANT: City of Sebastian DATE: 10/8/2004 FH'S #: 061-64821-00 PROD. # ] Site Looking East Collapsed Pavement Shoulder Looking South Water and Sanitary Site Looking North �1 ✓. y 4 aJ Shoulder Looking South Water and Sanitary Site Looking North