9037 search results for test

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

SS5300000

. Drop Test***(EM 1110-2-2302) No new cracks developed, or no existing crack widened additional 0.1, parts per million and a pH greater than 5.0. *** The Engineer will waive the Drop Test unless, Independent Verification tests on all materials placed on the project. (2, (3) The Engineer may test components in a blend of rubble processed from different geologic

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by spray, extrusion or other means approved by the Engineer. Conduct field tests in accordance with FM 5-541.Take test readings representative of the striping performance. Remove and replace traffic, in accordance with Florida Method FM 5-541. The Department reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should be representative

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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

2340100.FHWA

, with the following exceptions: 234-5.1.1 Option 1 Acceptance Testing Exceptions: D density testing, not requiring density testing will be prorated based on a pay factor of 1.00 for the tonnage of material in areas not requiring density testing and the actual pay factor for the tonnage of material, with the following exceptions: 234-5.2.1 Option 2 Acceptance Testing Exceptions: Density testing for acceptance, will be accepted in accordance with the requirements of 334-5, except density testing for acceptance

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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

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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

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

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

Special Provisions Workbook January 2022

Special Provisions Workbook July 2021

Special Provisions Workbook January 2021

Special Provisions Workbook July 2020

195756-2SR78LeeCounty

to test the streetlights. It was the Department’s responsibility to design the lighting system. It, was a requirement of the contract to test the street lighting system for 10 days after the system was energized. Testing was completed on August 21, 2006, or 78 days after time had expired. After the testing was completed two days were consumed in final inspections and acceptance of the project, not include time for inspection, testing, and acceptance of the signalization system and the overall

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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

4300000Orign

by Specification, the Engineer may require further testing of the pipe. If directed by the Engineer, test, Office. Formetalpipes,ensurethatthepipejointshave been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D 3212 [ASTM D 3212M] with the exceptions of section 7.3, % reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412 [ASTM D 2412M]. Testing must be witnessed by the State Materials Office. 430-2.3 Mortar: Use mortar composed

Special Provisions Workbook July 2018