9037 search results for test

0090504FHWA

and receipt of all test reports, invoices, etc., and (2) submission of the final estimate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/0090504fhwa.pdf?sfvrsn=362cee23_12

D1020952.do

. Manufacturers seeking product approval must furnish certified test reports showing the Work Zone Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1020952.do.pdf?sfvrsn=47225a73_0

D1020952.do

. Manufacturers seeking product approval must furnish certified test reports showing the Work Zone Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d1020952.doe78d1b01993c4667880bfaaaba2154d7.pdf?sfvrsn=396736e3_0

1020952SS

. Manufacturers seeking product approval must furnish certified test reports showing the Work Zone Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1020952ss.pdf?sfvrsn=5711df15_0

6460000.FHWA

submit an application in accordance with Section 6, independently laboratory certified test reports, Capacity: Supports an ultimate moment capacity of 10,000 foot-pounds. Provide certified test reports from, submit an application in accordance with Section 6, independent laboratory test report, and calculations, moment capacity of 10,000 foot-pounds. Provide certified test reports from the manufacturer verifying

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6460000.fhwa.pdf?sfvrsn=c5de917f_0

4620000.comm

Comments: (6-22-15) 1. 462-1 bullet 6.: “Provide sufficient test data to verify that the work…” sufficient

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4620000.comm.pdf?sfvrsn=1ead306c_0

4620000.comm2

Comments: (6-22-15) 1. 462-1 bullet 6.: “Provide sufficient test data to verify that the work…” sufficient

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4620000.comm2.pdf?sfvrsn=be45a5d4_0

4620000.resp2

Comments: (6-22-15) 1. 462-1 bullet 6.: “Provide sufficient test data to verify that the work…” sufficient

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4620000.resp2.pdf?sfvrsn=d49ff660_0

6490000.comm

 6490000 GALVANIZED STEEL STRAIN POLES, MAST ARMS AND MONOTUBE ASSEMBLIES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Bruce Leach 407-908-3000 bruceleach@tcd-usa.com Comment: (2-19-14, Internal) I see a lot of problems with this new Spec. 1. Who would be responsible to do the Flow Cone Test ASTM C939? CEI or the Contractor? Response: 2. Will we have to comply with Section 925? Response: 3. Will this be part of our Q/C plan and have to be certified by an engineer? Response: 4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/6490000.comm.pdf?sfvrsn=8ea24796_0

Specrev2-Jan15

(implemented by Man01 for the January 2015 eBook) until additional test methods and criteria are refined

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/specrev2-jan15.pdf?sfvrsn=b7d15d9a_0

SS5340100

certified test reports, and written certification that the product meets the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5340100c6ab663447884c32971e2454bb9a511e.pdf?sfvrsn=f2b7957b_0

SS5340100

certified test reports, and written certification that the product meets the requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5340100.pdf?sfvrsn=e7980c30_0

3200603.origind

substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/3200603.origind.pdf?sfvrsn=61d454eb_0

3200603.origind

and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3200603.origind.pdf?sfvrsn=e1cc3a30_0

4130302int

Adapter 1. Use a test method capable of measuring the gel time to the nearest 0.5 minute. 21. Do not use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4130302int.pdf?sfvrsn=7fff52b7_1

E8V71-05-30-25

STEEL PILING, HP 14 X 117 LF 5,365.000 0455-115- PILE REDRIVE EA 6.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 54.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 6.000 0455-144- 8 TEST PILES - STEEL, HP 14 x 117 LF 495.000 0458- 1- 12 BRIDGE DECK EXPANSION JOINT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/e8v71-05-30-25.pdf?sfvrsn=2f72334_1

4130302ind

Adapter 1. Use a test method capable of measuring the gel time to the nearest 0.5 minute. 21. Do not use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4130302ind.pdf?sfvrsn=a19a8a3b_1

3 TRAC Environmental

, students implement a filtering efficiency test model used by engineers to determine what filter

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/public-involvement/trac-rides/3-trac-environmental.pdf?sfvrsn=34c9da50_0

5460200ind

by using a self bonding overlay meeting these requirements. Submit a certified test report to the Engineer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5460200ind.pdf?sfvrsn=45115ef8_1

20250708_451236-1_SR 35_14050001

Principal Arterial Roadway NONE NONE Beg MP: To: From: TEST LAB, INC Coring Completion Date: Crack

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250708_451236-1_sr-35_14050001.pdf?sfvrsn=859fb750_1
20 of 9037 results