9038 search results for f
7140000-724FHWA
is at least 32°F. Prior to installation, follow the manufacturer’s recommendations for pre-heating, only and when ambient air temperature is at least 32°F. Prior to installation, follow
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: Ensure the entire RPM is removable without damaging the asphalt surface. 970-2.3 Class F RPMs: Submit, ARTICLE 970-3 is deleted and the following substituted: 970-3 Adhesive for Class B and F Raised
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only. Do not apply durable paint when the ambient air and surface temperature is below 50°F, relative humidity is above 80% or when the dew point is within 5°F of the ambient air temperature. Do
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is at least 50°F and rising for asphalt surfaces and 60°F and rising for concrete surfaces. Apply
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temperatures greater than 140 F, sunlight, dirt, and other debris during shipment and storage, Aggregate Backfill f *as per AASHTO T88. Table 985-3 Drainage Geotextiles Test Methods
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and methods for constructing stockpiles for sampling and testing. f. Method for sampling and reporting test, locations and methods for constructing stockpiles for sampling and testing. f. Method for sampling
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of minus40°F to plus 190°F. Hardness of the molded rubber shall be 65 durometer
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or Limerock Backfill e MSE Joint Cover for Coarse Aggregate Backfill f *as per AASHTO T 88. 9850000, for Sand or Limerock Backfill e MSE Joint Cover for Coarse Aggregate Backfill f *as per AASHTO
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thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches per, support a dead weight of 4 pounds for not less than five minutes at a temperature range of 70°F
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the requirements of Section 926, Type F may be used as an alternative to non-shrink grout. Firmly, recommendations. An epoxy mortar meeting the requirements of Section 926, Type F may be used as an alternative
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Softening Temp. 305-325°F (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D
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does not run out of unlevel slots as tested for viscosity using ASTM D562 at 77°F. Ensure loop, for tack free time using ASTM C679 at 77°F. Ensure loop sealant securely adheres to concrete and asphalt when installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested, when installed in a 3/8 inch by 3 inch saw cut, cured for 2 weeks at 77°F as tested for shrinkage, sealant does not run out of unlevel slots as tested for viscosity using ASTM D562 at 77°F. Ensure loop
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850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i g i, Coefficient of Thermal Expansion, in/in/°F ASTM C531* or AASHTO T336 5.0 x 10 -6 to 9.0 x 10 -6
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1400 psi min. Accelerated Testing Thermal Deterioration 70 hours @ 257° F, ASTM D573 Change, Method B 22 hours @ 257° F, ASTM D395 50% Volume change due to absorption of H2 O, Method D, for 70 hours @ 212 ° F, ASTM D 471 + 10% Environmental Resistance Ozone Resistance Exposure Method B, ASTM D1171 Pass Low Temp. Non-brittle after 3 Min. @ -40 ° F, ASTM D2137 Pass 2. “O”-rings, strength, ASTM D412 600 psi min. Compression Set Method B 22 hours @ 257° F, ASTM D395 60% 3
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Townsend 850‐414‐4303 olivia.townsend@dot.state.fl.us Date: S p e c i f i c a t i o n S e c tion: O r i, ,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c a t i o n : 9 2 1 0 1 0 0 P o r t l a n d C
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r u c t u r e w h e r e n o s e a l i s u s e d ) a t a d e p t h g r e a t e r t h a n 5 f e e t b, . Noseparatepriceswillbeallowedforthevarioustypesofanchorbeams. 400-23.3 R e i n f o r c i n g : R e i n forcing bars, wires and mesh will be measured
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e s ult o f either utility work that was not detailed in the plans, or utility work, i p t o f t h e p r e l i minary request of Contract Time from the Contractor, the Engineer
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of Measurement. 699-5.1 G e n e r a l : M e a s u r e m e n t f o r p a y m e n t w i l l b e i n a c, and accepted installation. 699-5.3 F u r nish: The Contract unit price each for Internally Illuminated Street
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e n t f o r p a y m e n t w i l l b e i n a c c o r d a n c e with the following tasks. 745-5.2, , and labor necessary for a complete and accepted installation. 745-5.3 F u r nish: The Contract unit
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Pipe (PCCP) N/A AWWA C 3 0 0 R e i n f o r c e d C o n c r e t e C ylinder Pipe (RCCP) N/A ASTM C 3 6 1 R e i n f o r c e d C o n c r e t e P i p e ( R C P ) A S T M C 7 9 A S C E x x - 9 7, )Straightoutsidepipewallwithnobell modification (f)Noellipticalreinforcingsteelisallowed (g)Singlecagereinforcementwitha1inch [25, from each wall (i)Jointsaregaskettype (j) A d d i t i o n a l j o i n t r e i n f o r cement, of spoil material removal relative to the advancement of the casing. (f
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