641 search results for item average unit cost
3530000.FHWA2
uncontrolled cracks. Repair the damaged area of adjacent slabs, caused by slab removal at no cost, Requirements. Perform concrete sampling and testing in accordance with Section Section 346-5. Unit, ; perform the plastic property tests prior to the addition of the accelerator. The Unit Weight Test, * . . . . . . . . . . . . . . . . . . . . . . . . . . . p l u s o r minus 1.5 inches Unit Weight, of the plastic properties or the unit weight measure results exceed the tolerances specified in Table 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa2.pdf?sfvrsn=76fc58ff_0SP4550000DB-723origind
on an average of the dial readings. When measuring both horizontal and vertical movement, mount, by the average of the dial gauge readings, from wireline readings and from level readings. 3. A graphic, embankment/fill material down to the natural ground at no additional cost to the Department. When using, and maximum stroke. Supply hammer instrumentation with electronic read out, and control unit, with sand at no additional cost to the Department. 455-5.10.2 Provisions for Use of Preformed Pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp4550000db-723origind.pdf?sfvrsn=46e182f7_1SP4550000DB-722 EO Memo 23-01
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, by the average of the dial gauge readings, from wireline readings and from level readings. 3, through embankment/fill material down to the natural ground at no additional cost to the Department, unit that allows the inspector and Engineer to monitor, and the operator to read and adjust, the pile and soil with sand at no additional cost to the Department. 455-5.10.2 Provisions for Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722-eo-memo-23-01.pdf?sfvrsn=ed5ca5d7_24500000.origind
plant’s Quality Control Program suspension. Accept responsibility for all delay costs or other costs associated with the plant’s Quality Control Program suspension. 450-2 Quality Control Program, jacking force and measure elongations on a minimum of four strands. The average measured elongation must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4500000.origind.pdf?sfvrsn=919064ed_0SS4500000
suspension. Accept responsibility for all delay costs or other costs associated with the plant’s, and measure elongations on a minimum of four strands. The average measured elongation must agree within 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4500000.pdf?sfvrsn=54391946_0SP45500000-723impl
the scale readings as a check on an average of the dial readings. When measuring both horizontal, movement as measured by the average of the dial gauge readings, from wireline readings and from, cost to the Department. When using low displacement steel piling such as structural shapes, drive, read out, and control unit that allows the inspector and Engineer to monitor, and the operator, of the voids between the pile and soil with sand at no additional cost to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_13530000.FHWA3
of adjacent slabs, caused by slab removal at no cost to the Department. ProvideSubmit a strength-maturity, . Perform concrete sampling and testing in accordance with Section Section 346-5. Unit weight, the plastic property tests prior to the addition of the accelerator. The Unit Weight Test shall also, * ...........................plus or minus 1.5 inches Unit Weight, will be required should any of the plastic properties or the unit weight measure results exceed the tolerances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa3.pdf?sfvrsn=284a2387_02023FloridaGreenbook
or cultural constraints, limited right of way, or disproportionate cost. Anticipate needs of connected, of way to provide access to the side or rear of individual land parcels. Annual Average Daily, with weekly and monthly factors. Average Daily Traffic (ADT) The total traffic volume during a given time, , passing, and climbing maneuvers from through traffic. Average Running Speed For all traffic, road and has a design average daily traffic volume of 400 vehicles per day or less. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023/2023floridagreenbook.pdf?sfvrsn=2840266a_12024FDMPart2DesignCriteria
) Cost effective designs. 201.1.1 Capacity and Level of Service The AASHTO publication A Policy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdmpart2designcriteria.pdf?sfvrsn=a02fb0d5_202023FloridaGreenbookRulemakingDraftAWatermark
constraints, limited right of way, or disproportionate cost. Anticipate needs of connected, of individual land parcels. Annual Average Daily The total volume of traffic on a highway segment Traffic, by adjusting a short-term traffic count with weekly and monthly factors. Average Daily Traffic, . Average Running Speed For all traffic, or component thereof, the summation of distances divided, that is functionally classified as a local road and has a design average daily traffic volume of 400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023floridagreenbookrulemakingdraftawatermark.pdf?sfvrsn=22e1ea95_943359245801-PLANS-03-SIGNALIZATION
. PLANTATION, FLORIDA 33324 TABULATION OF QUANTITIES T-3 PAY ITEM FOOTNOTES: TABULATION OF QUANTITIES NO. ITEM PAY DESCRIPTION UNIT SHEET NUMBERS SHEET THIS TOTAL TOTAL GRAND T-5 T-6 T-7 PLAN, COPIES OF THIS DOCUMENT ARE ON THE DATE ADJACENT TO THE SEAL SIGNED AND SEALED BY: THIS ITEM HAS, CONSULTING GROUP INC. SIGNED AND SEALED BY: THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THIS ITEM, , FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 4 12 12 INCLUDES ALL COSTS ASSOCIATED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25111/43359245801-plans-03-signalization.pdf?sfvrsn=c4ae90ce_1SP4550000DB-722
as a check on an average of the dial readings. When measuring both horizontal and vertical movement, by the average of the dial gauge readings, from wireline readings and from level readings. 3, through embankment/fill material down to the natural ground at no additional cost to the Department, unit that allows the inspector and Engineer to monitor, and the operator to read and adjust, the pile and soil with sand at no additional cost to the Department. 455-5.10.2 Provisions for Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_2SP4550000DB-722impl
the scale readings as a check on an average of the dial readings. When measuring both horizontal, top movement as measured by the average of the dial gauge readings, from wireline readings and from, at no additional cost to the Department. When using low displacement steel piling such as structural shapes, with electronic read out, and control unit that allows the inspector and Engineer to monitor, of the voids between the pile and soil with sand at no additional cost to the Department. 455-5.10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722impl.pdf?sfvrsn=354b2d2_2SP4550000DB-722origind
the scale. Use the scale readings as a check on an average of the dial readings. When measuring both, results, during loading and unloading of pile/shaft top movement as measured by the average, cost to the Department. When using low displacement steel piling such as structural shapes, drive, . Supply hammer instrumentation with electronic read out, and control unit that allows the inspector, blows after filling all of the voids between the pile and soil with sand at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_24500000.FHWA2
plant’s Quality Control Program suspension. Accept responsibility for all delay costs or other costs associated with the plant’s Quality Control Program suspension. 450-2 Quality Control Program, force and measure elongations on a minimum of four strands. The average measured elongation must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/4500000.fhwa2.pdf?sfvrsn=a835bd6_0fdot-bdv29-977-63-rpt
Unit No. 9. Performing Organization Name and Address Florida International University 10555 W, .......................................................................... 61 Table 4. Average, vphpl; Ramp Flow=650 vphpl). ............................................. 107 Table 5. Average Delay, = 2,100 vphpl; Ramp Flow = 750 vphpl). ....................... 109 Table 6. Average Volume by Market, ). .................................................................................................. 112 Table 7. Average
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv29-977-63-rpt.pdf?sfvrsn=62a7d12_16590000-722FHWA
principal moments of inertia must average; at a minimum, that of a 1- 1/2 inch standard aluminum, , for defective parts and equipment during the warranty period at no cost to the Department or the maintaining agency. 659-5 Method of Measurement. The Contract unit price per assembly for each, in cost of the new signal, sign, camera, detector, or other traffic control device. 659-6 Basis, will be made under: Item No. 659- 1 Mast Arm, Span Wire and Pole Mounting Assemblies - each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/6590000-722fhwa.pdf?sfvrsn=3eebe23d_2SS3370000
quantity will be based on the project average spread rate, limited to a maximum of 105% of the spread rate determined in accordance with 337-8 or as set by the Engineer. The project average spread rate is calculated by totaling the arithmetic mean of the average daily spread rate values for each layer. Thebidprice for the asphalt mix will include the cost of the asphalt binder (asphalt rubber, (if required). There will be no separate payment or unit price adjustment for the asphalt binder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3370000.pdf?sfvrsn=e779fc40_0SS3370000
quantity will be based on the project average spread rate, limited to a maximum of 105% of the spread rate determined in accordance with 337-8 or as set by the Engineer. The project average spread rate is calculated by totaling the arithmetic mean of the average daily spread rate values for each layer. Thebidprice for the asphalt mix will include the cost of the asphalt binder (asphalt rubber, (if required). There will be no separate payment or unit price adjustment for the asphalt binder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33700005e1b9f9fe8b449ff82cc8d041097719a.pdf?sfvrsn=be08c021_0Vol2SDM
. . . . . . . . . . . . . . . . . . . . . . . . . 4-9 5 General Notes and Bid Item Notes, ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-5 5.4 Typical Pay Item Notes (Rev. 0 1 / 1 6, ....................... 25-10 Figure 25.3.3-2 Precast Unit Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_0