167 search results for oversize load

2014eBook-editable

D4550000.do

in the Contract Documents or to the failure load, whichever occurs first. Donotapply test loads to piles sooner, , or other equipment. 455-2.2 Loading Apparatus: Provide an apparatus for applying the vertical loads, than that shown in the Contract Documents or described herein for test loads: (a)LoadAppliedby, . 455-2.2.1 Modified Quick Test: (a)LoadingProcedure:Apply vertical loads concentric, /shaft “plunges” or attains the limiting load. The Engineer may elect to stop the loading increments

SS4550000

owned girders, jacks, load cells, or other equipment. 455-2.2 Loading Apparatus: Provide, for test loads: (a)LoadAppliedbyHydraulicJackActingAgainstWeighted Box or Platform: Construct a test, the limiting load. The Engineer may elect to stop the loading increments when he determines, of readings for all stages of loading and unloading for load cells furnished by the Contractor. Ensure, and settlement readings, and the load and recovery readings taken during the loading and unloading

SS4550000

owned girders, jacks, load cells, or other equipment. 455-2.2 Loading Apparatus: Provide, for test loads: (a)LoadAppliedbyHydraulicJackActingAgainstWeighted Box or Platform: Construct a test, the limiting load. The Engineer may elect to stop the loading increments when he determines, of readings for all stages of loading and unloading for load cells furnished by the Contractor. Ensure, and settlement readings, and the load and recovery readings taken during the loading and unloading

OOM_20250429_Blanket-Permit-Movement-Conditions-2025-05-01

display a bumper and/or roof mounted yellow sign reading “OVERSIZE LOAD” with black letters, on a yellow background. b. State “OVERSIZE LOAD”. c. Have a total dimension of not less than 7 feet, be performed prior to movement for all oversized loads. When the load exceeds 15 feet in height and/or 16, loading does not cause the dimensions of the load to exceed those limits established in Section 316.515, : Loaded dimensions must not exceed the maximum allowed on the face of the issued permit

OOM_20250317_Blanket-Permit-Movement-Conditions

shall display a bumper and/or roof mounted yellow sign reading “OVERSIZE LOAD” with black letters, on a yellow background. b. State “OVERSIZE LOAD”. c. Have a total dimension of not less than 7, be performed prior to movement for all oversized loads. When the load exceeds 15 feet in height, : Loaded dimensions must not exceed the maximum allowed on the face of the issued permit, the Permit Office at (850) 410-5777 immediately. Any posted signage for oversize and/or overweight

4550000.impl

, or drilling on Department owned girders, jacks, load cells, or other equipment. 455-2.2 Loading Apparatus, or described herein for test loads: (a)LoadAppliedbyHydraulicJackActingAgainstWeighted Box or Platform, % until the pile/shaft “plunges” or attains the limiting load. The Engineer may elect to stop the loading, laboratory showing a calibration of readings for all stages of loading and unloading for load cells, Engineer. 455-2.9 Disposition of Loading Material: After completing all load tests, clean, remove all

fdot-beb11-rpt

Allowable Truck Loads on Pavement Life vii LIST OF FIGURES Figure 2-1. Illustration of nondivisible load, the burden of proof as to the number of workhours required to dismantle the load. Divisible loads (see Figure 2-2) are the vast majority of loads on the nation's highways. Designated divisible load, : Illustration of divisible load (Big Truck Guide, 2016) 3 Impact of Increased Allowable Truck Loads,  Impact of Increased Allowable Truck Loads on Pavement Life June 2024 BEB11 Task 6 Deliverable

Over-Weight Over-Dimension Permits

INDEX A-Z Search Over-Weight Over-Dimension Permits Welcome The State Permit Office oversees Oversize and Overweight Permit issuance for Florida on all state maintained highways and roadways. This includes permitting, System (PAS) for loads up to 16 feet wide, 18 feet high, 150 long and 200,000 pounds (140,000

Vol2SDM

Requirements and Loads ..................... 15-7 Figure 15.5-4 Deck Casting Sequence - Simple, Gantry Loads During Launching. . . . . . . . . . . . . . . . . . . . . . . 20-14 Figure 20.9.1-7 Beam, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20-20 Figure 20.9.2-5 Truck Loaded with Segment, . . . . . . . . . . . . . . . . . . . 21-28 21.10 Live Load Shoes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21-28 21.10.1 Live Load Shoe Detail Drawings.............................. 21-28

D6410000.do

in an oversize hole, place the concrete in the top 6 inches [150 mm] in a form. Trowel all exposed surfaces, the pole so that the load face is perpendicular to the catenary wire. For poles supporting two catenary wires, orient the pole so that the load face is perpendicular to a line bisecting the angle

2004Book

such as water, highway or railway, or for elevated roadway, for carrying traffic or other moving loads, is located and load the amendments in sequential order prior to preparing the bid. If the Department’s

fdot-bdv31-977-134-rpt

...........................................73 5.4.4. Guidance for minimum barge impact load, draft, (c) 45 deg. at loaded draft, and (d) 25 deg. at loaded draft, geometry........................................72 Figure 5.2 Fully loaded barge impact scenario, (bridge-wide) design vessel to produce impact loads. The Method I procedure is less accurate, ) must also be recorded to account for directional traffic variances and changes in loading

SS3300000

5. Mix temperature at the plant for the first five loads and one out of every five loads, per yd Roadway 2 2. Mix temperature at the roadway for the first five loads and one out of every five loads thereafter. ) and an approved rolling pattern is used in lieu of density testing, allowed by this Section. 330-5.7 Screening Unit: 330-5.7.1 Oversize Aggregate: Remove any, of the completed mixture using a quick-reading thermometer through a hole in the side of the loaded truck

2007Book

, or for elevated roadway, for carrying traffic or other moving loads, and having a length, measured along the 3

6410000SS

required, meeting the requirements of 700-8.3. If the footing is cast in an oversize hole, place, that the load face is perpendicular to the catenary wire. For poles supporting two catenary wires, orient the pole so that the load face is perpendicular to a line bisecting the angle between the two

6410000SS

required, meeting the requirements of 700-8.3. If the footing is cast in an oversize hole, place, that the load face is perpendicular to the catenary wire. For poles supporting two catenary wires, orient the pole so that the load face is perpendicular to a line bisecting the angle between the two

6410000SS

of 700-7.3. If the footing is cast in an oversize hole, place the concrete in the top 6 inches [150 mm, supporting one catenary wire, orient the pole so that the load face is perpendicular to the catenary wire. For poles supporting two catenary wires, orient the pole so that the load face

D3300000.do

. 3.Mixtemperature for the first five loads and every fifth load thereafter. 4.Aggregatemoisture content from, a hole in the side of the loaded truck immediately after loading. Locate 1/4 inch [7 mm] hole on both, temperature for five loads exceeds ±15ºF [±8ºC], the temperature of every load will be monitored until, cores per day or as directed by the Engineer. 2.Mixtemperature for the first five loads and every fifth load thereafter. 3.Monitorthepavement smoothness with a 15-foot rolling straightedge as required

D3300000.do

. 3.Mixtemperature for the first five loads and every fifth load thereafter. 4.Aggregatemoisture content from, a hole in the side of the loaded truck immediately after loading. Locate 1/4 inch [7 mm] hole on both, temperature for five loads exceeds ±15ºF [±8ºC], the temperature of every load will be monitored until, cores per day or as directed by the Engineer. 2.Mixtemperature for the first five loads and every fifth load thereafter. 3.Monitorthepavement smoothness with a 15-foot rolling straightedge as required