9037 search results for test
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/aa-plan-approval-list-10_28_25.pdf?sfvrsn=f2452161_1Approved 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/approved-aa-plans-11_20_2025.pdf?sfvrsn=4be7d7e8_1AA 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dbe-reports/aa-plan-approvals-12172025.pdf?sfvrsn=f32036ed_14600402.FHWA
. At t h e fabrication facility, maintain the records of the material testing and certification, , at his sole discretion, permit further inspections and testing of materials or work that fail to meet Contract requirements for acceptance. The cost of such inspections and tests shall be borne, consistency in lubrication of fastener assembly during Rotational Capacity (RC) testing, and testing of ASTM A490 such bolts. Do not install ASTM A490 bolts without prior approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_0Section94V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests. American, (Specifications). Florida Department of Transportation Sampling and Testing Methods (FSTM). ACI PRC 207.1, of Cracking in Concrete Structures ASTM C157/C157M Standard Test Method for Length Change of Hardened, Method of Test for Optimizing Aggregate Gradation for Portland Cement Concrete. Florida Sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section94v2-723cln.pdf?sfvrsn=e88444c1_2Section94V2-723
’ Specialty Engineers. 9.4.4 REFERENCES American Society for Testing and Materials (ASTM) Standard Test, (AASHTO), Part II Tests. American Concrete Institute (ACI), Reports of the Technical Committees. Code, of Transportation Sampling and Testing Methods (FSTM). ACI PRC 207.1 Mass Concrete – Guide. ACI 207.2R, ASTM C157/C157M Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete. ASTM International, West Conshohocken, PA. FM 5-621 Florida Method of Test for Optimizing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section94v2-723.pdf?sfvrsn=7296d4db_14150513.resp
of the rebar and would consequently not have a need for the concentrated load testing. A two piece wheel spacer or folding (wraparound) would need the testing done on both sides at the juncture, with mechanical lock, etc along with Slip-on? The two piece types will need the concentrated load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4150513.resp.pdf?sfvrsn=d9d022bc_07130000IMP
samples of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide, 7130000.cln.doc 713- and 2713- Items 2 operation. Conduct field testing in accordance with FM, on the material packages. Submit a certified test report to the Engineer indicating that the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/7130000imp.pdf?sfvrsn=2c9bd0ad_0SS7130000
operation. Conduct field testing in accordance with FM 5-541.Take test readings representative, will take random samples of the materials in accordance with the Department’s Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss7130000.pdf?sfvrsn=881c70b5_06110203.resp
steap), but would recommend attaching the field testing (spec. 611-4) to the submittal of as-buits by requiring as-builts prior to scheduling the field testing with the Maintaining Agency. Response, be given to us before the 48Hr Test can start. Response: That is the way it is supposed to work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/6110203.resp.pdf?sfvrsn=564eca45_06110203.comm
a disproportionate amount (30% seems steap), but would recommend attaching the field testing (spec. 611-4) to the submittal of as-buits by requiring as-builts prior to scheduling the field testing, be given to us before the 48Hr Test can start
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/6110203.comm.pdf?sfvrsn=fae64f38_07010000.impl
with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass Spheres: Use glass spheres, in accordance with ASTM D1214 and the Department’s Sampling, Testing and Reporting Guide schedule, . TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/7010000.impl.pdf?sfvrsn=1143e68_0SS7130000
operation. Conduct field testing in accordance with FM 5-541.Take test readings representative, will take random samples of the materials in accordance with the Department’s Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7130000.pdf?sfvrsn=a566ab71_07060000
. The Engineer will take random samples of the RPMs in accordance with the Department’s Sampling, Testing, . The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs not applied, packages. Furnish a test report to the Engineer certifying that the materials meet all requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/7060000.pdf?sfvrsn=d3254ad7_0SS7010000
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV12-9-08)(FA12-11-08)(7-09) PAGE731.ThefollowingnewSectionisaddedafterSection700: SECTION701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS . will take random ials in accordance with the Department’s Sampling, Testing and Reporting -2 res, of glass spheres in accordance with ASTM D1214 and the Department’s Sampling, Testing and Reporting, with FM-5-579. TheDepartment reserves the right to test the markings within 3 days of receipt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7010000a5ca2a5d6b14499b93304adb428f2346.pdf?sfvrsn=d48b1f97_06870000.resp
manufacturer. Perform all necessary on-site testing to select the clearest and most appropriate, of the frequency search, testing, and the recommended frequency selection to the Engineer for approval prior, flashing beacon system. 4. Why removing minimum grounding test requirements per 785 from this spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/6870000.resp.pdf?sfvrsn=d1ca8e3d_03380502.origind
a Laser Profiler test. Section 330 was changed for the 1/09 Workbook and this discrepancy may, and the current design speed of 50 mph may require laser profile testing on other type roadways. Proposed, , if implemented: Possible slight reduction due to not laser profile testing roadways with design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/3380502.origind.pdf?sfvrsn=af8a392e_0SS7010000
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV12-9-08)(FA12-11-08)(7-09) PAGE731.ThefollowingnewSectionisaddedafterSection700: SECTION701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS . will take random ials in accordance with the Department’s Sampling, Testing and Reporting -2 res, of glass spheres in accordance with ASTM D1214 and the Department’s Sampling, Testing and Reporting, with FM-5-579. TheDepartment reserves the right to test the markings within 3 days of receipt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7010000.pdf?sfvrsn=3a6b0db9_05440000.FHWA
components 2. Installation manuals 3. Crash testing reports demonstrating that the system meets, the crash test requirements of MASH 544-3 Installation. Handle and install manufactured materials, . List of all components 2. Installation manuals 3. Crash testing reports demonstrating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/5440000.fhwa.pdf?sfvrsn=4d5707ec_07130000SS
with the Department’s Sampling, Testing and Reporting Guide schedule. 713-3 Equipment, and markings shall be installed immediately following the paving operation. Conduct field testing, numbers appear on the material packages. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7130000ssd4a69afbc901460ea421f8b8b23f52c2.pdf?sfvrsn=62ef5e20_0