9037 search results for test

1630000.FHWA

is necessary and eliminate soil testing requirements. Please review and transmit your comments, if any, in this Section and includes percolation testing,excavation, disposal, furnishing, hauling, and placing

6540204.FHWA-comments

as measured by American Society for Testing and Material E1347. Cabinets and housings must prevent, not exceeding 25 percent as measured by American Society for Testing and Material E1347. Cabinets

6540204.FHWA

as measured by American Society for Testing and Material E1347. Cabinets and housings must prevent, not exceeding 25 percent as measured by American Society for Testing and Material E1347. Cabinets

6540204.FHWA2

as measured by American Society for Testing and Material E1347. Cabinets and housings must prevent, ) with a reflectance value not exceeding 25 percent as measured by American Society for Testing and Material

2000702.FHWA

Proctor Maximum Density testing at the roadway, notify the Engineer in writing of athat the Contractor, substituted: 200-7.2.3 Pit Proctor: In lieu of Modified Proctor Maximum Density testing at the roadway

1050102.FHWA

for sampling, testing and inspection. Notify the Engineer prior to placing orders for materials, sufficiently in advance of their incorporation in the work to allow time for sampling, testing

7100401.FHWA

. Conduct field testing in accordance with FM 5-541. Remove and replace traffic stripes and markings, . Conduct field testing in accordance with FM 5-541. Remove and replace traffic stripes and markings

4600501.origind

in lubrication of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies, proceduresinaccordance with for the handling, lubrication, installation, tightening and testing of ASTM A490 bolts. Do

Program Management Bulletin 18-03

, 2016 ( MASH-16 ) crash testing standards. FDOT has made a commitment to follow this plan, of these products have been unsuccessful in crash testing a Flared Approach Terminal to the MASH-16

26123-TRC Presentation

of Way Mapping  9.1 - Soil Exploration  9.2 - Geotechnical Classification Laboratory Testing  9.3 - Highway Materials Testing  9.4.1 - Standard Foundation Studies  15.0 - Landscape Architect

1050813IndustryCommentResponse

Geotechnical Technician and the DTO or DTE during dynamic load testing, the Senior Geotechnical, cannot work independently of the DTO or DTE to collect dynamic load testing data.” The comments

1200603FHWA

the use of drop-off soil on existing facilities as the shoulder buildup, no further testing, as the shoulder buildup, no further testing is required. SUBARTICLE 120-9.2.4 is deleted

Florida Center for Pavement Excellence

of 3D Radar Report 2017 Improving Safety in Pavement Field Testing Report 2017 Optimized Mobile, Report 2002 A Method for Friction Testing of Open Grated Steel Bridge Decks Report Contact

DRAFT-Developing a Travel Demand Model Chapter 2 Preparing for Model Development

, calibration, validation, and sensitivity testing, The commonly used references is NCHRP Report, ? • Sensitivity testing to determine reasonableness o How will model sensitivity testing be handled? o What attributes will be altered to test the impact they have on the model outputs, of estimation and development of model parameters. o Model calibration, validation, and sensitivity test, / propensity test of model variables o Summarization of input data, calibrated parameters

Travel Demand Modeling (TDM) Manual_Developing_Ch 2 - Preparing for Model Development

. − PD&E study requirements. − Others? • Sensitivity testing to determine reasonableness − How will model sensitivity testing be handled? − What attributes will be altered to test their impact, categories be used? − Identify the model estimation, calibration, validation, and sensitivity testing, . − Model calibration, validation, and sensitivity test plan to establish the calibration targets for model variables, approach for validation, sensitivity/ propensity test of model variables

Dist 8 SR-417 MCS Embankment Qty Adj

(prior to placement of embankment materials). Our testing, (see Table 5, "Core Sample Data, ). In accordance with the same reference, MCS requested that the CEI work with MCS to develop a testing plan, this request. As such MCS has had to make several assumptions based on our test data in determining, requests entitlement and compensation for. We have used the core testing data and applied average depths to sampled areas and estimated the depths of areas we were not allowed to test

Special Provisions Workbook FY 2023-24

Special Provisions Workbook FY 2024-25

WitnessHoldPoint

temperature in haul trucks. 7. Check haul trucks for tarps, chains, and release agent. 8. Test HMA per, connections are securely drift pinned before bolting 65. Ensure that fastener test results have been obtained for each combination of bolt/nut/washer (Rotational Capacity, Material Test Reports, wedge test results) 66. Track bolt/washer/nut assembly lots being used for all bolt connections 67, 35. Participate in test hole or test shaft installation to verify contractor’s abilities NOTES

2016

of developing a pilot project to test vehicles equipped with such technology. The bill authorizes, that tests the operation of vehicles equipped with driver-assistive truck platooning technology, project, manufacturers of driver-assistive truck platooning technology being tested in the pilot, into an autonomous vehicle. Repeals language detailing requirements for testing autonomous, detailing requirements for testing autonomous technology, including requirements of $5 million