9204 search results for test

5340000.resp

Test Wall: Why adding "If directed by the Engineer"? I suggest we keep the requirement whether, by the Engineer.A. Response: Agree. Change made. 3. 534-6: 534-6 Test Wall. If directed by the Engineer, Eerect a test wall section not less than 50 feet in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall to determine, as necessary, at any time during the positioning of the test wall, in order to satisfactorily meet all

SS5360204

and include certified test reports from an approved independent test laboratory that shows

SS5440000

test reports showing that their products meet all test requirements of NCHRP 350 or the Manual

E8W66

 Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 08251118 Call Order: 003 Proposal: E8W66 District:08 Counties: POLK Road Name: UPS Installation at SunTrax Test Facility Limits: Midpoint Project(s): 43730085202(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 250 Total Bridge Length: 0.000 Miles Letting Date, at SunTrax Test Facility. The Bidder (Prime Contractor) shall be currently licensed and hold

ERS - Earthwork Record System Plots

ERS - Earthwork Record System Plots MAC ERS FAQS PDF (481KB) ERS Slow Response Updated PDF (291KB) Failing Test Notification Instructions for subscribing to the failing test notification shown with Earthwork Material filters for QC and VT earthwork technicians (must be a MAC user to subscribe) and PAs. PDF (248KB) Earthwork Record System Plot Instructions PDF (7.77MB) ERS Plans Reading Guidelines Guidelines for QC data entry to find ERS related information from plans for plotting and PAs

CM-620-03 Surge Protective Device for Low Voltage Power, Control, Data and Signal Systems

FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps, FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps): SPD001 (Step

Asphalt Forms for Contractor Quality Control

(Automated) 675-060-10 Asphalt Pavement Straightedge Test Report (Excel version) – Form not required for MAC entry. Can be used for data collection. 675-060-10 Asphalt Pavement Straightedge Test

7820000COMM

, this section requires testing procedures to be submitted for review and approval, responsibility but it probably will end up in our office. I suggest testing procedures be written, what is required and no formal approval process will be needed. The testing procedures should, infrastructure color. Section 782-1.4: Consider adding the term “from the initiation of the testing, will this be enforce and tests? 782-1.2.2 – “CCTV camera shall have a minimum 22X motorized optical zoom

SS1050508

and Precast Concrete Box Culvert Manufacturing Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician

SS1050508

and Precast Concrete Box Culvert Manufacturing Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician

SPI-460-470

successfully crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all, Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications , 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through, based on the crash tested bridge railing and guardrail transition designs presented in Indexes 536-002, and/or closing of travel lanes and/or shoulders. In this case, the use of crash tested Precast Concrete

spi-460-470

successfully crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all, Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications , 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through, based on the crash tested bridge railing and guardrail transition designs presented in Indexes 536-002, and/or closing of travel lanes and/or shoulders. In this case, the use of crash tested Precast Concrete

SPI-460-470

crash tested in accordance with NCHRP Report 350 Test Level 4 criteria. The Standards all utilize, Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, 6th Edition, (a.k.a. concrete handrails) that are not based on crash tested designs. Indexes 460-470 through 460-476, and/or Roadway Engineer(s) shall prepare a customized project specific retrofit design based on the crash tested, lanes and/or shoulders. In this case, the use of crash tested Precast Concrete Temporary Barriers

7060000fhwa

random samples of the RPMs in accordance with the Department’s Sampling, Testing and Reporting Guide, adhesives only. The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs, . Furnish a test report to the Engineer certifying that the materials meet all requirements specified, field testing in accordance with FM 5-566. Correct RPMs not applied in accordance, a test report to the Engineer certifying that the materials meet all requirements specified. 706-6

CM-660-06 Wireless Magnetometer Detection System

requirements of NEMA TS-2. FORMDROPDOWN Provide a third party test report that demonstrates the device performs all required functions during and after being subjected to the environmental testing as described in NEMA TS2 section 2.2.7, 2.2.8, and 2.2.9. Also, provide a completed Testing Laboratory, . FORMDROPDOWN Environmental test reports must demonstrate that voltage converters required for 120VAC operation were subjected to NEMA TS2 environmental testing as part of the functional system

PMG PDF V14

PMG PDF V14

pmg-pdf-v147c217041-a4d0-4e7a-918c-8de2c63dcded

4300201.comm

% deflection into the test requirements for the 100 year protocol. There has been no such correlation, been calibrated against results of full-scale tests. It is not clear if this has been done, of these concerns, we are concerned that CEIs will administer deflection tests based on the notion, not in Florida. We are aware of one installation in Florida, which was a test installation performed, and into an Orange County canal. According to the City, they have not used the pipe since that test

7010000.origind

, construction and maintenance. Background data: Ademonstration test site was established and industry, with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass Spheres: Use, in accordance with ASTM D1214 and the Department’s Sampling, Testing and Reporting Guide schedule. 701-3, to test the markings within 3 days of receipt of the Contractor’s certification. If the retroreflectivity, spheres packages. Submit a certified test report to the Engineer indicating that the materials meet