9037 search results for test

E1W96

EA 8.000 0455-133- 2 SHEET PILING STEEL, TEMPORARY-CRITICAL SF 1,898.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 46.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 10.000 0455-144- 21 TEST PILES - STEEL, 20" DIA PIPE LF 490.000 0458- 1- 11 BRIDGE DECK EXPANSION

E8W66Addenda001

 Florida Department of Transportation RON DESANTIS GOVERNOR Florida’s Turnpike Enterprise P.O. Box 613069, Ocoee, FL 34761 407-532-3999 JARED W. PERDUE, P.E. SECRETARY www.dot.state.fl.us ADDENDUM NO. 1 DATE: November 10, 2025 TO: PROSPECTIVE BIDDERS FROM: Richard M. Nethercote, Jr., District Contracts Administrator Florida’s Turnpike Enterprise SUBJECT: Contract No.: E8W66 Financial Project No.: 437300-8-52-02 County(ies): Polk PROJECT NAME: UPS Installation at SunTrax Test

01_keynote_address

SMART WORK ZONES LANE CLOSURE NOT IFICAT ION SYSTEM 12 PROMOT E, INSPIRE, AT T RACT, TEST

T7298-258660-2-SR93-I275-TempBarrierWallPayment

SPI-536-001

, 4th Edition; NCHRP Report 350 , Test Level 3 Criteria; AASHTO Manual for Assessing Safety Hardware (MASH) , Test Levels 2 & 3 Criteria; Task Force 13, Guide to Standardized Roadside Hardware, test level classification, and placement in relation to curb, shoulder gutter, and the Edge, that differing test level (TL) segments are compatible, but their applicability must meet or exceed, Approach Terminal lengths for corresponding crash Test Levels are defined in the Index and should

715-002

the Base conforms to the current FHWA required AASHTO Frangibility Requirements, tested under required, the base plate. capacity loads. c. Test results showing the pole does not buckle at the shape transition area under the ultimate moment the strong axis and 37 kip*ft in the weak axis. b. Tests, of 36 kip*ft in 4 1 a. Tests demonstrating a pole with a fabrication: The fabricator’s

7-11DBBoilerplate-6-20-11

Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American, designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, . The official testing laboratory used by the Department. Low Bid Design Build. A Design/Build Contract, that may be subjected to the tests provided for in these Specifications to determine the materials

17_Bridges_and_Other_Structures_Redlines

. Traffic railings shall meet the crash requirements of at least Test Level 3 (TL-3) for bridges, use crash tested systems consistent with the design speed of the facility. The FDOT has standards, Hardware (MASH).  Non-crash tested noise walls may be attached to structures if located behind

17_Bridges_and_Other_Structures_Rulemaking

in Section 13 of LRFD . Traffic railings shall meet the crash requirements of at least Test Level, with the following: • For noise walls attached to the top of traffic railings only use crash tested systems, -crash tested noise walls may be attached to structures if located behind an approved traffic

SS4000100

of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required

SS4000100

of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test, periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast from, the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi or indicate a minimum required

9950201ind

testing shall be performed under controlled conditions at the TERL facility. The wWrong way vehicle, , vibration, and shock tests described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. Electronics, . Detector cards must include a test switch that can be used to manually generate detector calls, functions during and after being subjected to the environmental testing procedures described in NEMA TS, all required functions during and after being subjected to the environmental testing procedures

9710900.FHWA

all skins, dirt and foreign objects. 971-9.2 C o m p o s i t i o n : C o mponent Test M e t h o d, criteria: Property Test M e t h o d M i n i mum M a x i mum Water Absorption ASTMD570 - 0.5, Waterdisplacement 1.9 2.3 9710900.D01 All Jobs Property Test M e t h o d M i n i mum M a x i mum, , dirt and foreign objects. 971-10.2 Composition: 9710900.D01 All Jobs Component Test M e t h o, :Laboratorysamplesshallbepreparedin accordancewithASTMD4960andshallmeetthefollowingcriteria: Property Test M e t h o d M i n i

6490000Origin

f i c a t i o n: Provide the Engineer with certified test reports from the manufacturer confirming, to the manufacturer’s recommendations. Test coating thickness and cure after completion of each coat, . Therefore, determine the required rotation by actual tests in a suitable tension device simulating, with the manufacturer’s instructions. Test the fluidity of the grout using the ASTM C 939 Flow Cone Method

flexiblehandbook

PAVEMENT CONDITION SURVEY COLUMN TITLE DESCRIPTION Test Date Date Section Tested (Imported from, the worst pavement condition shall be the rated lane for the direction being tested. It is coded, classifiers to assign the presence and severity of raveling to each 20- foot image of tested pavement, (greater than 3 mph per second) produces invalid data. If this occurs the section must be re-tested, , causing invalid data. Do not test if the pavement is wet. Some of the pavement sections contain

1-17-DB-Boilerplate-11-17-16

of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge, of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other, by the Contractor. Laboratory. The official testing laboratory used by the Department. Low Bid Design, to the tests provided for in these Specifications to determine the materials’ quality and fitness

Material Manual

2.4 - Testing and Submittal Requirements for Polymer Slurry Products Used in Drilled Shaft Construction This procedure provides instructions for testing and reports that need, and implementation of the Quality Control (QC) Program for the manufacture, testing, , testing, storage, and transportation of asphalt binder. Document, mix designs, and inspection and testing of production concrete. Obtain SCC

CHAPTER 17

materials testing requirements, and the qualifications requirements that are applicable to a project, and materials testing requirements is provided in Chapter 20 of the LPM. Additional information on FDOT, . An illustration of how design standards, construction specifications, materials testing and related, * MATERIALS TESTING* QUALIFICATIONS Class A On the SHS or NHS FDOT Design Manual, FDOT, and III of the FDOT Standard Specifications for Road & Bridge Construction Samples Testing

9710900.Ind

Test M e t h o d W h i t e Y e l l o w B i n d e r 2 0 . 0 % minimum 20.0% minimum TiO 2 , Type, :Laboratorysamplesshallbepreparedinaccordance withASTMD4960andshallmeet the following criteria: Property Test M e t h o d M i n, All Jobs Property Test M e t h o d M i n i mum M a x i mum Flash Point ASTMD92 475ºF, Test M e t h o d White Yellow Binder 20.0%minimum 20.0%minimum TiO 2 ,TypeIIRuctile ASTMD476 10.0, withASTMD4960andshallmeetthefollowingcriteria: Property Test M e t h o d M i n i m u m M a x i m u m W a t e r A b

D7430000

with the electronics unit. Any substitute software modules submitted must be tested and approved, below. The relative humidities shown in the table below are for dynamic testing: At 14.6 psi [101 kPa