2219 search results for bridge inspection
Design Standards 2006
Inspection Box 250 1-2 of 2 250.pdf Straight Concrete Endwalls - Single And Multiple Pipe 251 1-2, 305 1-4 of 4 305.pdf Concrete Pavement Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint, Cantilever Slide Gate - Type B Fence 810 1-4 of 4 810.pdf Bridge Fencing (Vertical) 811 1-3 of 3 811.pdf Bridge Fencing (Curved Top) 812 1-4 of 4 812.pdf Bridge Fencing (Enclosed) 820 1 of 1, Signs 17328 1 of 1 17328.pdf Typical Signing For Truck Weigh And Inspection Stations 17344 1-6 of 6
https://www.fdot.gov/roadway/ds/06/stds.shtmE8U84BidTabs
auxiliary lane and widening the northbound exit ramp and bridge to accommodate a two-lane exit on SR 91 from, 250,000.00000 250,000.00 REMOVAL OF EXISTING SF (LS) STRUCTURES/BRIDGES 43716965201 BRIDGE ID 930429 0010, ,BRIDGE CY SUBSTRUCTURE 0030 0400411 60.900 2,000.00000 121,800.00 2,600.00000 158,340.00, REINFORCINGSTEEL-BRIDGE LB SUPERSTRUCTURE 0055 0415 1 5 11,117.000 REINFORCINGSTEEL-BRIDGE LB SUBSTRUCTURE, 300.000 CONCRETETRAFFICRAILING-BRIDGE, LF 36"SINGLE-SLOPE 0105 0521 8 7 27.000 CONCRETEBARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may30/e8u84bidtabs.pdf?sfvrsn=f052837f_1D4-07-12-24BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions, : 180 Total Bridge Length: 0.000 Miles Letting Date: 07/12/24 Total Proposal Length: 3.076 Miles, ), monitor existing structures (inspection, settlement, vibration), inlet protection, clearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jul12/d4-07-12-24bsn.pdf?sfvrsn=a981f010_1D5-12-03-24BSN
with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, for Road and Bridge Construction. Insurance companies must be authorized to do business, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, (*) Federal Aid No: N/A Total Roadway Length: Contract Days: 130 Total Bridge Length: Letting Date, of culvert rehabilitation for Bridge No. 770014 carrying SR 419 over Gee Creek from MP 0.045 to MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/dec03/d5-12-03-24bsn.pdf?sfvrsn=373b8e3f_2Vol2SDM
Identification Numbers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.3 Bridge, ) . . . . . . . . . . . . . . . 7-4 8 Bridge Hydraulics Recommendation Sheet, ....................... 8-1 9 Construction Sequence for Bridge Widening and Phased Construction . . . 9-1, for Squared End Beams on a Skewed Bridge, ................................. 18-3 Figure 18.2-3 Bridge Section At Sidewalk With 42" F-Shape Traffic Railing) . 18-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_04500000.impl
) inspections of all phases of work ensuring all materials and workmanship incorporated into the product, at the plant. During the weekly meetings, discuss the results of the QC inspections. Ensure a QC inspector is present during concrete placements and performs inspection during all fabrication of precast prestressed concrete products, including the inspection of the operations before, during and after, , tensioning, concrete proportioning, pre-placement, placement, post-placement inspections, curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4500000.impl.pdf?sfvrsn=652c13ac_0SP4550000DB-722
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting, , and static load testing of piling. Prior to driving, clearly mark the piles to facilitate inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/design-build/sp4550000db-722.pdf?sfvrsn=47fe5644_2SP4550000DB-122
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting, , and static load testing of piling. Prior to driving, clearly mark the piles to facilitate inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2SP4550000DB-721
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting, , and static load testing of piling. Prior to driving, clearly mark the piles to facilitate inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB-722AddChng impl
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, completion of inspection by the divers, the Department may also elect to inspect the work before, report by the divers to the Engineer indicating the results of their underwater inspection before, to facilitate inspection. Provide individual straight-line marks at 1-ft intervals numbered at least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722impl
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, completion of inspection by the divers, the Department may also elect to inspect the work before, report by the divers to the Engineer indicating the results of their underwater inspection before, to facilitate inspection. Provide individual straight-line marks at 1-ft intervals numbered at least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722impl.pdf?sfvrsn=354b2d2_2SP4550000DB-722-AddChng origind
. Structures (Other Than Bridge) Foundations- Auger Cast Piles, by the divers. Upon completion of inspection by the divers, the Department may also elect to inspect, a written report by the divers to the Engineer indicating the results of their underwater inspection, mark the piles to facilitate inspection. Provide individual straight-line marks at 1- ft intervals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2SP4550000DB-722origind
Than Bridge) Foundations- Auger Cast Piles, of inspection by the divers, the Department may also elect to inspect the work before authorizing, to the Engineer indicating the results of their underwater inspection before requesting authorization, , clearly mark the piles to facilitate inspection. Provide individual straight-line marks at 1- ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722origind.pdf?sfvrsn=368c4ff0_2SP4550000DB-122impl
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, completion of inspection by the divers, the Department may also elect to inspect the work before, by the divers to the Engineer indicating the results of their underwater inspection before, to facilitate inspection. Provide individual straight-line marks at 1-ft intervals numbered at least every
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp4550000db-122impl.pdf?sfvrsn=8f7e0257_2SP4550000DB-122origind
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, soils or rock. Correct any deficiencies found by the divers. Upon completion of inspection, indicating the results of their underwater inspection before requesting authorization to place, , clearly mark the piles to facilitate inspection. Provide individual straight-line marks at 1-ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2SP4550000DBEO-722
........................................................................ 455-25 through 455-37 E. Structures (Other Than Bridge, of inspection by the divers, the Department may also elect to inspect the work before authorizing, by the divers to the Engineer indicating the results of their underwater inspection before requesting, , and static load testing of piling. Prior to driving, clearly mark the piles to facilitate inspection
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_7SP4550000DB
Bridge) Foundations- Auger Cast Piles, deficiencies found by the divers. Upon completion of inspection by the divers, the Department may, of their underwater inspection before requesting authorization to place the seal concrete. 455-1.4, to facilitate inspection. Provide individual straight-line marks at 1-ft intervals numbered at least
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.pdf?sfvrsn=f0b6d904_3E1Y26RFQ
G. Construction Engineering and Inspection (CEI, Inspection Reports A09-FTE Shop Drawing Process A10-Survey Data 1 A11-Ty p ical Section Pkg 1, complex urban highway and bridge interchange reconstruction projects. Describe experience with large
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1y26/e1y26rfq.pdf?sfvrsn=7c72410d_1TP-01-13-26BSN
of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications, forthedurationofthecontractinthedollaramountsandmannerspecifiedinthemostcurrenteditionoftheDepartment’s Standard Specifications for Road and Bridge Construction. Insurance, Days: 1759 Total Bridge Length: 0.410Miles Letting Date: 01/13/26 Total Proposal Length: 4.906Miles, markings, lighting, signalization, ITS bridge structures, and toll facilities. No Pre-Bid Conference, Description Unit Quantity Section 0001 Structures 0400- 2- 4 CONC CLASS II, BRIDGE SUPERSTRUCTURE CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/tp-01-13-26bsn.pdf?sfvrsn=ea1c9162_1Historical Item Averages Market Area 06
- INSPECTION AND SETTLEMENT MONITORING 0108 2 1 $25,000.00 $25,000.00 1.000 LS N MONITOR EXISTING, $1,385,625.00 1,108.500 CY N CONC CLASS II, BRIDGE SUPERSTRUCTURE 0400 2 10 1 $890.00 $268,513.00 301.700 CY, IV, CULVERTS 0400 4 5 2 $2,567.14 $623,558.36 242.900 CY N CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE, $9.06 $31,528.80 3,480.000 SY N BRIDGE DECK GROOVING 0400 9 1 1 $28.45 $99,006.00 3,480.000 SY N BRIDGE DECK PLANING 0400140 1 1 $12,000.00 $720,000.00 60.000 EA N NEOPRENE PAD REPLACEMENT, BENT/PIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-06.pdf?sfvrsn=cd5bdb12_4