1272 search results for temporary steel bridge
Chapter_10
, steel insert is not exposed, or the leather uppers are not worn out.) 10.3.6 Respiratory Protection, use inside any office, crew room, bridge tender’s office, warehouse, or any other indoor area, for temporary electrical service for audio-visual equipment, janitorial equipment, the horn at cross aisles , and other places where vision is obstructed. 10.12.9 Dock boards or bridge, are not authorized to be used in Department buildings or facilities except for the following: for temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_10.pdf?sfvrsn=358bc67f_1E4Y17-R0AttachmentVIStandardOperatingProcedures
traffic lanes. Change flat tires. Note: Some aluminum wheels have steel spares that require, a second Service Patrol Vehicle Operator. Temporary MOT may be set up to safely retrieve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4y17/e4y17-r0attachmentvistandardoperatingprocedures.pdf?sfvrsn=2e5526fd_143018535201-PLANS-03-SIGNALIZATION
. 3118+32.38 BEGIN BRIDGE I-4 EB MP 12.34 ¡ CONST. I-4 STA. 3119+75.82 BEGIN BRIDGE I-4 WB MP 9.447, END PROJECT MP 12.37 ¡ CONST. I-4 STA. 3121+50.82 END BRIDGE I-4 WB MP 12.34 ¡ CONST. I-4 STA. 3120+07.39 END BRIDGE I-4 EB MP 11.452 STA. 3073+00.00 ¡ CONST. I-4 BEGIN PROJECT MP 9.159 STA, . SR 33 £ SURVEY SR 33 TEMPORARY CONSTRUCTION EASEMENT EASEMENT CONST. TEMP. STA. 3476+66 61.0, ELEVATIONS FOR POLES 1 & 4 ARE 6" ABOVE FINISHED GROUND ELEVATION. STEEL STRAIN POLES 1 2 3 4 5 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018535201-plans-03-signalization.pdf?sfvrsn=c8038217_141934412201-CE2-D4-PDSR_ELECTRONIC_COPY_FINAL_PART_I-2011-0824
is recommended to be a combined pedestrian and vehicular bridge. The segment between the two bridges, Martin Hwy P r a t t W h i t n e y R d C r o s stown Pkwy Bridge Rd Angle Rd Picos Rd, site. A nursery business is in operation and it appears that an office trailer, steel canopy frame, to minimize temporary construction impacts and prevent erosion • FDOT will continue coordination, and Bridge Construction. • The FDOT will characterize for disposal any land clearing or construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/project-sr710-documents/41934412201-ce2-d4-pdsr_electronic_copy_final_part_i-2011-0824.pdf?sfvrsn=a88d83a5_1Special Provisions Workbook January 2018
) Changes to: 5-9.1 SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL, AND GRUBBING - REMOVA L OF EXISTING BRIDGES - GENERAL. (REV 9-10-07) (FA 2-15-08) (1-18) Insert, AND GRUBBING - REMOVA L OF EXISTING BRIDGES - ASBESTOS CONTAINING MATERIALS (ACM) IDENTIFIED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/special-provisions-workbook-january-2018.pdf?sfvrsn=c66d2d8d_1SS7860000
prestressed concrete or steel poles that comply with Section 641, Section 649, and Section 785-2, or temporary traffic detection devices of known accuracy. 786-5.3 Field Acceptance Test Specifications, the accuracy of traffic parameters using permanent or temporary traffic detection methods or devices of known, to a concrete structure using two stainless steel expansion bolts of sufficient length and diameter, , bridges or sign supports, mount the sensor and aim it so that the detection zone is not under and does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss786000026e5e51e8271403d9f5349436efa54b6.pdf?sfvrsn=58c49f83_0SS7860000
prestressed concrete or steel poles that comply with Section 641, Section 649, and Section 785-2, or temporary traffic detection devices of known accuracy. 786-5.3 Field Acceptance Test Specifications, the accuracy of traffic parameters using permanent or temporary traffic detection methods or devices of known, to a concrete structure using two stainless steel expansion bolts of sufficient length and diameter, , bridges or sign supports, mount the sensor and aim it so that the detection zone is not under and does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss7860000.pdf?sfvrsn=c23d1e59_0SS7860000
or steel poles that comply with Section 641, Section 649, and Section 785-2, as appropriate. Ensure, the accuracy of traffic parameters specified herein by using permanent or temporary traffic, using permanent or temporary traffic detection methods or devices of known accuracy, two stainless steel expansion bolts of sufficient length and diameter to support 100 pounds. When installing a detector near metal structures, such as buildings, bridges or sign supports, mount
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7860000.pdf?sfvrsn=a93a92be_0SS7860000
poles, for a side-fire configuration. Utilize prestressed concrete or steel poles that comply, specified herein by using permanent or temporary traffic detection devices of known accuracy. 786-5.3, this test from the TMC. Verify the accuracy of traffic parameters using permanent or temporary traffic, mount to a concrete structure using two stainless steel expansion bolts of sufficient length, , bridges or sign supports, mount the sensor and aim it so that the detection zone is not under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7860000c0e85d9b8c934ac1ac8f18532a453ff0.pdf?sfvrsn=984735fe_0SS7860000
configuration. Utilize prestressed concrete or steel poles that comply with Section 641, Section 649, of traffic parameters specified herein by using permanent or temporary traffic detection devices, this test from the TMC. Verify the accuracy of traffic parameters using permanent or temporary traffic, with approved stainless steel bands that are 0.75 inch wide and 0.025 inch thick, or mount to a concrete structure using two stainless steel expansion bolts of sufficient length and diameter to support 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7860000.pdf?sfvrsn=2d764ea1_0SS7860000
configuration. Utilize prestressed concrete or steel poles that comply with Section 641, Section 649, of traffic parameters specified herein by using permanent or temporary traffic detection devices, this test from the TMC. Verify the accuracy of traffic parameters using permanent or temporary traffic, with approved stainless steel bands that are 0.75 inch wide and 0.025 inch thick, or mount to a concrete structure using two stainless steel expansion bolts of sufficient length and diameter to support 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7860000.pdf?sfvrsn=dd01d007_0Special Provisions Workbook July 2018
SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL OF MATERIALS, . SP0090103LS Lump Sum Projects CLEARING AND GRUBBING - REMOVA L OF EXISTING BRIDGES - GENERAL. (REV, Agency receiving the material. CLEARING AND GRUBBING - REMOVA L OF EXISTING BRIDGES - ASBESTOS CONTA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/special-provisions-workbook-july-2018.pdf?sfvrsn=a36b737b_1Special Provision Workbook January 2019
) Changes to: 5-9.1 SP0050901 Long bridge jobs (1500 feet or longer); modify to suit. CONTROL, Projects CLEARING AND GRUBBING - REMOVA L OF EXISTING BRIDGES - GENERAL. (REV 9-10-07) (FA 2-15-08, . CLEARING AND GRUBBING - REMOVA L OF EXISTING BRIDGES - ASBESTOS CONTAINING MATERIALS (ACM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/special-provision-workbook-january-2019.pdf?sfvrsn=783eab5_11-16 Workbook REDLINE
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS for ROAD and BRIDGE CONSTRUCTION, 2 - 1 0 - 9 4 ) ( 7 - 1 5 1 -16) Changes to: 5-9.1. SP0050901 Long bridge jobs (1500 feet, requirements for temporary RPMs. SS1020302: To update the language for current Department practice, material requirements for steel pipe. SS4300201: To update the language for current Department, INTO THE JANUARY 2016 eBOOK. New SS. To modify the language to include temporary Type D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/1-16-workbook-redline.pdf?sfvrsn=ec8ef657_2fe-guidelist 2024 Clean Final
☐ ☐ CPAM 5.14 5.MOT ☐ ☐ Temporary Traffic Control (Maintenance of Traffic) Training Handbook 6.District, 5.11 8.Check Bridge Items ☐ ☐ CPAM 5 9.Check Drainage Structures ☐ ☐ CPAM 5 10.Asphalt Items, % of the Surface Area MOT None Temporary Attenuator/Crash Cushion Repair Fuel None Diesel Gasoline, Steel Piling Treated Timber Piling Specifications Section 455 CPAM 10.1 CPAM 5.14 CPAM 5.15 FE, of steel sheet piling is measured from top of pile to bottom of pile (no allowance will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/finalest/fe-guidelist-2024-clean-final.docx?sfvrsn=4d1a5b5e_2FE Guidelist
☐ ☐ CPAM 5.14 5.MOT ☐ ☐ Temporary Traffic Control (Maintenance of Traffic) Training Handbook 6.District, 5.11 8.Check Bridge Items ☐ ☐ CPAM 5 9.Check Drainage Structures ☐ ☐ CPAM 5 10.Asphalt Items, % of the Surface Area MOT None Temporary Attenuator/Crash Cushion Repair Fuel None Diesel Gasoline, Steel Piling Treated Timber Piling Specifications Section 455 CPAM 10.1 CPAM 5.14 CPAM 5.15 FE, of steel sheet piling is measured from top of pile to bottom of pile (no allowance will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/finalest/fe-guidelist.docx?sfvrsn=2f229f56_944536315201_Plans_06_ITS
Standard Plans for Road Construction and associated IRs are available at the following Bridge Construction, /programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website, 8 7 6 4 - 5 3 2 1 SUMMARY OF QUANTITIES TEMPORARY TRAFFIC CONTROL PLAN SPREAD FOOTING, OF QUANTITIES TEMPORARY TRAFFIC CONTROL PLAN GUIDESIGN WORKSHEET WIRING DIAGRAM CABINET DETAILS ITS, @ KEY DR EXISTING MASTARM 38/39 17 LIDAR 41-MM 25.4 NB 1239+70, RT SIGNAL CABINET @ HANCOCK BRIDGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25113/44536315201_plans_06_its.pdf?sfvrsn=6d93a7dc_14620100.origind
assemblies, filler containment assemblies, filler material, and related steel reinforcement. Use, reinforcing and prestressing steel, furnish all PT system components from a single supplier, Design, AASHTO LRFD Bridge Design Specifications Section 5, and is equivalent to or greater than, including PT scheme and system, reinforcing steel, and concrete cover 9.AnyalternatePTsystem approved, for steel pipes, 24 inches for round plastic ducts, and 12 inches for flat ducts to prevent movement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4620100.origind.pdf?sfvrsn=72baf7aa_0Agency Term Contract - Sign Materials
to one vendor. ITEM #18. Dickie - SUF2000W Uniflex steel stand, for roll-up signs, temporary sign, per each ITEMS #15 – 17 will be awarded to one vendor ITEM #15. Temporary sign stand, APL item, Vendor: Safety Products, Inc. $ 70.65 per each APL #: 102-070-014 ITEM #16. Temporary sign stand, & TCR48 Vendor: Safety Products, Inc. $ 68.90 per each APL #: 102-070-014 ITEM #17. Temporary sign, Duty Sign supports (cross braces) only to be used with Temporary sign stand. APL items. For flexible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---sign-materials.pdf?sfvrsn=3eb48461_31RStructures
a continuous 1.5' x 1.5' drain using clean, angle to GFRP supplier; steel reinforcing may be field bent, * be paid for under the contract unit price for Reinforcing Steel (Miscellaneous), LB. unit price for Class NS Concrete (Concrete Steps), CY. Cost of reinforcing steel shall Cost of concrete steps, splice horizontal steel in the walls of rectangular structures in accordance with Option 1, 2 or 3, Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Geotextile Wrap Drainage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rstructures.pdf?sfvrsn=e7b03f28_4