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9970000-724FHWA
substitute software modules submitted must be tested and approved by the Department. Provide, shown in Table 997- 19 is for dynamic testing. Table 997-19 At 14.6 psi Barometric Pressure Dry Bulb, as seen in Table 997-22. The relative humidity range shown in Table 997-22 is for dynamic testing, meeting the NEMA rod entry test for 3R enclosures. The louvers are covered by a replaceable air, software. Any substitute software modules submitted must be tested and approved by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9970000-724fhwa.pdf?sfvrsn=29987614_1444634-1_SR72_CRAS_Redacted Version
of 118 shovel tests plus 19 from previous surveys (N=137), no archaeological sites were discovered, tests plus 19 from previous surveys (N=137), no archaeological sites were discovered. As a result, . ..................................... 4 -3 Figure 5.1. Location of the shovel tests within the archaeological APE. ....................................... 5 -4 Figure 5.2. Location of the shovel tests within, parcel containing Pond 3B, facing south. Note testing avoided in this area. State Road 72 (Clark Road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_cras_redacted-version.pdf?sfvrsn=243e26e6_11-15WorkbookREDLINE-12-2-14
% Dynamic Testing of Pile Foundations WITH Test Piles. . STRUCTURES FOUNDATIONS. (REV 6-26-12, Testing of Pile Foundations WITHOUT Test Piles INTEGRAL PILE JACKETS. (REV 11-16-11) (FA 12-8-11, AND TESTING. (REV 6-25-10) (FA 7-8-10) (7- 14)(1-15) Changes to: 346-9.2. SP3460902SL All, eBOOK. New SS. To clarify soils testing quality control requirements for geosynthetic reinforced, testing for walls. 556 JACK AND BORE. (REV 7-23-14) (FA 7-31-14) (1- 15) Changes to 556
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/1-15workbookredline-12-2-14.pdf?sfvrsn=bbe002c7_41-15WorkbookREDLINE
% Dynamic Testing of Pile Foundations WITH Test Piles. . STRUCTURES FOUNDATIONS. (REV 6-26-12, Testing of Pile Foundations WITHOUT Test Piles INTEGRAL PILE JACKETS. (REV 11-16-11) (FA 12-8-11, AND TESTING. (REV 6-25-10) (FA 7-8-10) (7- 14)(1-15) Changes to: 346-9.2. SP3460902SL All Contracts, Jobs ROLLED INTO THE JANUARY 2015 eBOOK. New SS. To clarify soils testing quality control, . To clarify the required pH testing for walls. 556 JACK AND BORE. (REV 7-23-14) (FA 7-31-14) (1- 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/1-15workbookredline.pdf?sfvrsn=af553a80_20050104.origind
. Provide copies of material certifications and material tests to the Resident Engineer. (b)When, certifications and material tests to the Resident Engineer. 5-1.4.5.2 B u i l d i n g S t r u c t
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requirements of ASTM A 153. 470-112.4 InspectionTesting: The Engineer will not require laboratory tests other than tests of the galvanizing, but will inspect and approve of the hardware for quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4700000.origind.pdf?sfvrsn=4752f746_00090801.fhwa
has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has, has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/0090801.fhwa15d5fd4f009c483b857bcb990ba04edc.pdf?sfvrsn=ead5a155_00090801ES.fhwa
) The Contractor has furnished all required mill tests and analysis reports to the Engineer. (g, wage-rate provisions. (f) The Contractor has furnished all required mill tests and analysis
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. (f) The Contractor has furnished all required mill tests and analysis reports to the Engineer. (g, tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedtheConstructionCompliance
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pertaining to any wage-rate provisions. (f) The Contractor has furnished all required mill tests, provisions. (f) The Contractor has furnished all required mill tests and analysis reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/0090801.fhwa.pdf?sfvrsn=19220a5_00090800FHWA
)TheContractorhascompliedwithandsettledallrequirements pertaining to any wage-rate provisions. (f) The Contractor has furnished all required mill tests, wage-rate provisions. (f) The Contractor has furnished all required mill tests and analysis reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/0090800fhwa.pdf?sfvrsn=c50d5bbc_00090801ES.FHWA
tests and analysis reports to the Engineer. (g) The Contractor has furnished the Construction, provisions. (f) The Contractor has furnished all required mill tests and analysis reports
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. (f) The Contractor has furnished all required mill tests and analysis reports to the Engineer. (g, required mill tests and analysis reports to the Engineer. (g) The Contractor has submitted the Form
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. (f) The Contractor has furnished all required mill tests and analysis reports to the Engineer. (g, tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedtheConstructionCompliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/0090800.fhwa.pdf?sfvrsn=e4bb1db6_00090801.FHWA
has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has, has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/0090801.fhwa.pdf?sfvrsn=2e1131_00090801Admin.FHWA
furnished all required mill tests and analysis reports to the Engineer. g7. The Contractor has, . 5.TheContractorhascompliedwithandsettledallrequirements pertaining to any wage-rate provisions. 6.TheContractor has furnished all required mill tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0090801admin.fhwa.pdf?sfvrsn=c209888_041754065201-PLANS-01-ROADWAY-COREBORINGS
NO.: DISTRICT: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 1-9 78-100 15-25 1 69 17-79 9-39, AND LABORATORY TESTING ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. NUMBERS TO THE LEFT, GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW AND LABORATORY TESTING ON SELECTED SAMPLES, TESTING ON SELECTED SAMPLES FOR CONFIRMATION OF VISUAL REVIEW. NUMBERS TO THE LEFT OF BORINGS INDICATE
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” and “2”, and test piles are also appropriately marked with a “1” or “2”. Different test pile pay
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)Prior to approval an impact test shall be performed by the manufacturer to verify the safety, test shall be performed by the manufacturer to verify the safety performance of the proposed
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processes used to prepare the surface and apply the coating to the bearing. Test the coating bond, psi [4.8 MPa]. If the bond strength of the coating on the coupon is deficient, test the coating
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