9037 search results for test

E3Z04

. PIPE LF 3,817.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 46.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 6.000 Page 6 Bid Solicitation Notice - Proposal Item Quantities Call Order: 001 Proposal: E3Z04 ALT Item Description Unit Quantity 0455-144- 23 TEST, ) LF 610.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 15.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 2.000 Page 12 Bid Solicitation Notice - Proposal Item

20240722_443666-1_SR 699_15140

/A Paved Beg MP: To: From: TEST LAB INCCoring Completion Date: End MP:Length: N/A CORE NO. MILE, Name:2 N/A Paved Beg MP: To: From: TEST LAB INCCoring Completion Date:

02_emerging_modeling_resources

to test sensitivity and applicability of a model 18 19 TMIP-EMAT Define the uncertainty, TMIP-EMAT Key Features • Turns Regional Model into exploratory tool • Explore scenarios • Test

GAP SCAT User Guide (Local Agency Users)

internet browsers. Disclaimer: All screenshots in this guide are from our test site and while the names and data may be familiar, the informaƟon is test informaƟon we have entered and is not accurate

Sr528Pier13

further review, FDOT required additional studies including in-situ testing of the concrete, . Poston personally observed the cracks and performed the in-situ testing. His report notes, and limited nondestructive testing. The widths and configurations of the observed cracks are inconsistent, by independent experts based on observation and testing conclude that the cracking is non-structural, , no crack greater than 20 mils was discovered. In situ tests by WDP showed that the cracks narrowed

DOT Final (3)Turf Management Guide UF

Staff-Directors-Meeting-Final-MinutesJan2617

sites to encourage testing and information sharing around automated vehicle technologies, Among the 10 pilot sites selected was a test site proposed by the Central Florida Automated Vehicle Partners. This group will openly share best practices for the safe conduct of testing and operations, insights into optimal big data usage through automated vehicle testing and will serve as a foundation

Governing-Board-Meeting-Minutes Jan2617

to encourage testing and information sharing around automated vehicle technologies. These proving, pilot sites selected was a test site proposed by the Central Florida Automated Vehicle Partners. This group will openly share best practices for the safe conduct of testing and operations, into optimal big data usage through automated vehicle testing and will serve as a foundation for building

Chapter3s1Redline

, F.S. (Refer to CPAM 8.2.9).] (18) Consultant CEI and Materials Testing [Discuss procedures, this concern during the Preconstruction Conference. (b) Lines of Communication (c) Discuss test, operations, as well as plant mix production, sampling, & testing. (b) Discuss any project complexities, testing/acceptance methods, new construction equipment/operations, etc.) Topic No. 700-000-000

F4003 Scope of Services

test and balance of the new unit K. Re-install return air smoke detectors and reconnect to the unit, . This testing shall be witnessed and accepted by a Department representative as part of the project, work phases, equipment lead times, delivery dates, inspection, testing timeframes, anticipated, ), including but not limited to Personal Protective Equipment, any knowledge or skills testing, all

Chapter3s1

).] (18) Consultant CEI and Materials Testing [Discuss procedures, relationships, and responsibilities, the Preconstruction Conference. (b) Lines of Communication (c) Discuss test result data entry into the Materials, , sampling, & testing. (b) Discuss any project complexities, unique or challenging roadway geometry, ) Discuss Pilot Project Documents (ex. new materials, new testing/acceptance methods, new construction

SPI-536-001

Guide , 4th Edition; NCHRP Report 350 , Test Level 3 Criteria; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Levels 2 & 3 Criteria; AASHTO-AGC-ARTBA Task Force 13 , A Guide, including crash test level classification, hazard setbacks, and placement offset in relation to curb, for corresponding crash Test Levels are defined in the Index and should be used in the Plans where possible, for alignment, grading, and the Length of Approach Transition, 'LA', as required per the crash Test Level

SPI-536-001

, 4th Edition; NCHRP Report 350, Test Level 3 Criteria; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Levels 2 & 3 Criteria; AASHTO-AGC-ARTBA Task Force 13, A Guide to Standardized, crash test level classification, hazard setbacks, and placement offset in relation to curb, shoulders, Treatment, 'LE': Predefined Approach Terminal lengths for corresponding crash Test Levels, of Approach Transition, 'LA', as required per the crash Test Level selected. The minimum length

MPOAC-Staff-Directors-Advisory-Committee-Agenda-Package-10-29-20

that a verbatim record of the proceedings is made which record includes testimony and evidence upon which

LearyR

, and material testing. Rhett is currently providing leadership and quality assurance support for all, with the District’s geotechnical engineer resulted in an extensive cone testing and pressure-grouting program, consultant. Construction scheduling and quality assurance testing was coordinated for all Turnpike, , resident inspection, sampling and on-site material testing, contract documentation and administration, with various testing apparatus during a four-year period. Rheological research was performed

Dist 7 SR-52 APAC Seed - Mulch Payment

: "All permanent and temporary grass seed shall have been tested within a period of six months of the date of planting.". The Contractor spread seed that was tested in May 2002, 13 months prior

2025FDMPart1DevelopmentProcess

2026FDMPart1DevelopmentProcess

E8V47BidTabs

0455137 LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS 70.000 EA 3,800.00000 266,000.00 1,300.00000 91,000.00 1,200.00000 84,000.00 0185 0455137 2 LOAD TEST (DYNAMIC), VERIFICATION TEST 15.000 EA 2,800.00000 42,000.00 1,700.00000 25,500.00 10,500.00000 157,500.00 0190 0455143 3 TEST, 1,100.00000 599,500.00 0195 0455143 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ 55.000 LF 560.00000, 2 THERMAL INTEGRITY TESTING, 4.5-6'' SHAFT DIAMETER 17.000 EA 3,360.00000 57,120.00 1,300.00000

Design-BuildGrades

Exploration Testing 3.60 3.70 3.65 10/21/2014 1/12/2015 842933115201E8M50Pamela NagotJoseph, - Geotechnical Exploration Testing 3.00 3.00 3.00 8/25/2014 10/30/2014 120074625201E1J69Chuck, - Geotechnical Exploration Testing 3.80 3.60 3.70 7/7/2014 10/29/2014 142893715201E1K74Chuck, - Geotechnical Exploration Testing 3.60 4.00 3.80 7/3/2014 9/23/2014 441925025201E4L72Fausto GomezKris, and Testing, Inc. William H. Freeman 3.1 - Minor Highway Design (Sidewalk) 2.80 3.00 2.90 11/16/2013