9204 search results for test

fdot-bed26-977-11-rpt

sources for early detection of abnormal traffic conditions, tested potential improvements, data services. Advanced and innovative TIM methods that have been applied or tested to improve, testing. For one year of data, there were 6,147 matched Waze-CAD events, with Waze reporting before CAD, by 39.5% for the statewide test set. Comparable performance was observed on a separate Florida’s Turnpike Enterprise (FTE) test set. The model’s true positive rate was highest between 9:00 AM and 10

7100000.origind

material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 710-3, cost to the Department. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s, reserves the right to test the markings within 3 days of receipt of the Contractor’s certification

T5271-2384294-SR50-HardDrivingSheetPile

Professional Services Industries, Inc. (PSI) to perform Standard Penetration Test borings (attached, ) to perform tests at temporary wall TW-3. They contend there is a difference in the SPT N-Values and the soil, when shown in the plans, and including wales, anchor bars, dead men, soil anchors, proof tests, creep tests, and other incidental items when an anchored wall system is required. Removal of the sheet, , and including wales, anchor bars, dead men, soil anchors, proof tests, creep tests, and other incidental

D9900000.do

recharging of power supply batteries shall be provided. 990-4.5 Battery Life Test: (a)Thebattery shall, :Usecolorlessglassbeadswithaminimum refraction index of 1.50 when tested using the liquid oil immersion method. Use size, will be randomly selected for a test. Positionthemarker base down between the flat parallel platens of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6, on temporary concrete barriers, warning lights will not be required. (e)Priortoapprovalanimpact test shall

RDB16-01

to the latest national standards, including implementation of the MASH-tested Approach Transition, conforming to E60XX. Nondestructive testing of welds is not required. 967-3 Fabrication. Fabricate, test reports that indicate the product meets all crash test requirements of the National, (MASH-09). 3. Independent test reports indicating that the composite material meets the following physical requirements: Composite Block Test Method Requirement Durometer Hardness ASTM D2240

6300205D01-723FHWA

that the control sample of any material tested maintains a minimum of 70 percent of its original tensile, and installed, will include furnishing all hardware and materials and all testing as specified in this Section, . Ensure that the control sample of any material tested maintains a minimum of 70 percent of its, , furnished and installed, will include furnishing all hardware and materials and all testing

AA Plan Approvals 12172025

. INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024, CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS

AA Plan Approvals 01082026

HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02, CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS

AA Plan Approval List 10_28_25

TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02 CALLAWAY & PRICE INC CURTIS L, 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE

Approved AA Plans 11_20_2025

CONTRACTING MATTHEW STEELE P O BOX 188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING, LAUDERDALE FL 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613

AA Plan Approvals 01082026

HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02, CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS

AA Plan Approvals 1_20_2026

HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02, 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE

BMRM Chapter 11

Chapter 11: Superstructure

dop0100

testing could be reduced using a statistical process control. The number of density tests on roadway, , and this is driven by the minimum staffing requirements of the CPAM, the materials testing guide, 6 $ Revisit the materials sampling and testing guides. - It has been a number of years since the present guide has been reviewed. Does the number of tests we now require need to be done? What, get by with reduced frequency of testing that is ultimately accepted by the Department for inclusion

5700000.FHWA

control methods. Provideevidenceofproductperformance testing, manufacturer’s certification, (ECBs). Provide documentation to the Engineer of manufacturer’s testing at an independent, quality or turbidity tests show the need for an additional application. The work and materials for re, testing performed in accordance with Section 162. Refer to Section 982 for fertilizer rates, . Provideevidenceofproductperformance testing, manufacturer’s certification of training and material samples

FMPP Slides_04052024

of Transportation • Front Page Test: “Imagine reading about the decision in the headlines, with your name, reputation, relationships, and business prospects?” • Consequences Test: “The consequences, equity), relationship costs, and psychological costs (the burden of regret).” • Mirror Test, ?” • Universality Test: “Imagine if your course of action were to become standard practice for all people in all times (a universal maxim). Would that be a good and just outcome?” • Role Model Test

1200100-722FHWA

area. The Engineer will determine test locations, collect samples, and perform tests to investigate, will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any, Maximum Lift Thickness Thick Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15%) 2 A-1 6 inches without Control Test Section Maximum of 12 inches

1200100-722origind

in order for the Engineer 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, on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow material from any substitute areas, obtain, Thick Lift Control Test Section Requirements 1 A-3 12 inches Not Needed A-2-4 (No. 200 Sieve ≤ 15

1200000.origind

area. The Engineer will determine test locations, collect samples, and perform tests to investigate, will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any, not exceed 15%. Group AASHTO Soil Class Maximum Lift Thickness Thick Lift Control Test Section, Test Section Maximum of 12 inches per 120-8.2.1.2 A-2-4 (No. 200 Sieve > 15%) A-2-5, A-2-6, A-2-7