9274 search results for test

schoolcrossings

and nationally recognized standard developed by the American Society for Testing and Materials (ASTM, ) pavement markings and special patterns for crosswalks have not been fully tested or studied, , Indiana. Based on limited testing throughout the country, these inlaid materials and colored patterned, may require further testing under experimental circumstances. Additionally, long-term wear, crosswalks using temporary paint as a measure to initiate testing and community awareness. Results

OEM-CRM-Handbook_2025

Travel Demand Modeling (TDM) Manual_Using Ch 4 - Modeling Scenarios

reasons that travel demand models are developed and used is to test alternative scenarios, or is it an IAR?) The most common types of projects involving the testing of scenarios include: Scenario-based Planning These scenarios involve the testing of alternative socioeconomic growth, Planning These scenarios involve testing alternative transportation projects or sets, Analysis These scenarios involve testing alternative alignments for a given transportation project

7850000.resp

accessible for inspection, testing, and maintenance.” Does this mean the Contractor needs to install, at each ground rod connection. 8. 785-2.3.3 Provide a test procedure for the “fall-of-Potential, of testing this device maximum let- through voltage…shall be submitted for approval and for equal consideration…” Is the Engineer supposed to review and approve these test results? Need to mention APL, . There is desire within the Department to maintain a reasonably accessible test point

3370000.D01.fhwa

r material indicating compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose, a c h b a t c h o f f i b e r material indicating compliance with the above tests. 337-3 General, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, to surface tolerance in accordance with 334-5.1.8. No density testing will be required for these mixtures, design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any

9950100-723origind

, operation manual, troubleshooting guides, and repair procedures. Independent Laboratory Test, the early morning period and “N” is the total number of detectors tested. Substitute other periods, and “N” is the total number of lanes of detection on the roadway segment under test. Substitute, M M , GT E M V , 9950100 All Jobs Table 995-3 Loop Sealant Properties Property Test Method, signs of shrinkage after curing when tested for shrinkage using a dimensional measurement Curing

3370000.impl

Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.7.2, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-3 General Composition, and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1, to surface tolerance in accordance with 334-5.8. No density testing will be required for these mixtures, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control

1040600.D01FHWA

as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets meet the requirements, test records shall be made available to the Department upon request. Leave the material in place, as determined from tests performed by Utah State University, Texas Transportation Institute or an independent

D3370000.do

indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented Process: Take notice, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, . 2.Testingin accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning prior to testing, the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8

D3370000.do

indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented Process: Take notice, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, . 2.Testingin accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning prior to testing, the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8

1200101FHWA

to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata and required soil properties. The Engineer will approve use of materials from the proposed area 1200101 based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test, . 1200101 Table 120-1 Group AASHTO Soil Class Maximum Lift Thickness Thick Lift Control Test

6490000-2.origind

achieved 70% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top

0060009FHWA

; segregated materials, even though previously tested and approved; materials that are or have been, previously tested and approved; materials that are or have been improperly stored; and materials

0060009.FHWA

; segregated materials, even though previously tested and approved; materials that are or have been, previously tested and approved; materials that are or have been improperly stored; and materials

4001103.origind

than 1/8 inch when both bearing areas of a unit are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in all directions of the plane

4001103.FHWA

are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in all directions of the plane surface with a steel straightedge. In the event that a 100

LAP3440000-122resp

picture as to what our temperatures usually stay around and I only found 3 that tested below 88deg. The ambient temp was 89deg and tested at the plant so no travel time, only mix rotations. Not sure

6600201-3.origind

with the roadway surface. Ensure that loop sealant does not run out of unlevel slots as tested, time of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure loop, , cured for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows, for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using ASTM D570

1020906.FHWA

listed on the APL must have an FHWA eligibility letter and be successfully crash tested in accordance, on the APL must have an FHWA eligibility letter and be successfully crash tested in accordance

Special Provisions Workbook July 2021