9038 search results for f
9290100-722impl
of the SCM. f. The approved laboratory that performed all tests. 4. Purchaser: The term
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the heat with the HVAC thermostat set on 85°F. The vendor shall return the HVAC units to normal, . Install the portable dehumidifier with minimum performance capability, at 80°F and 60% relative humidity, minutes and cycle the heat with the HVAC thermostat set on 85°F. The vendor shall return the HVAC, is complete. Install the portable dehumidifier with minimum performance capability, at 80°F and 60
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, Type F" say "Select an epoxy mortar from the Department's Approved Product List (APL)." Name
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7173-14 and Softening Point, AASHTO T53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB, Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO MT332350-14 67°C (Modified binders only) 76°C (High, 5000 kPa (f, g) Creep Stiffness, AASHTO T313-12 S (Stiffness), @ 60 sec. m-value, @ 60 sec, . PG 76-22 (PMA) and PG 76-22 (ARB) shall pass a “V” grade per AASHTO M332-14. (f) A maximum Jnr
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the ambient air and surface temperature is at least 50ºF and rising for asphalt surfaces and 60°F, temperature is at least 32°F. Prior to installation, follow the manufacturer’s recommendations, for asphalt surfaces and 60°F and rising for concrete surfaces. Apply pavement markings to the same, surfaces only and when ambient air temperature is at least 32°F. Prior to installation, follow
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testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240 feet using
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or Limerock Backfill e MSE Joint Cover for Coarse Aggregate Backfill f *as per AASHTO T88. Table 1.1
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Backfill e MSE Joint Cover for Coarse Aggregate or Limerock Backfill f *as per AASHTO T88. Table
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hours exposure to a saturated solution of calcium hydroxide (pH greater than or equal to 11) at 73°F
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superstructure and prestressed elements when the ambient temperature is 60°F and below, is expected to rise above 165°F. In that case, ensure that the percentage of fly ash is 35% to 50, 8 IV (d)(f) 5,500 3 (b) IV (Drilled Shaft) 4,000 8.5 V (Special) (d)(f) 6,000 3 (b) V (d)(f) 6,500 3 (b) VI (d)(f) 8,500 3 (b) (a) For precast three-sided culverts, box culverts, endwalls, a Type F, G, I or II admixture is used, except when flowing concrete is used. The maximum target
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concerns, about the feasibility of the remaining items A through F. We request withholding
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Test, ASTM D 7173-14 and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F, Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M 332-14 67°C (Modified binders only, . Maximum 5000 kPa (f, g) Creep Stiffness, AASHTO T 313-12 S (Stiffness), @ 60 sec. m-value, will be tested at 67°C. PG 76-22 (PMA) and PG 76-22 (ARB) shall pass a “V” grade per AASHTO M 332-14. (f
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337 ASPHALT C O N C R E T E F R I C T I O N C O U R S E . (REV3-23-16)(FA5-4-16)(1-17) ARTICLE337-11isdeleted and the following substituted: 337-11 Method of Measurement. Fortheworkspecifiedunder this Section (including the pertinent provisions of Sections 320 and 330), the quantity to be paid for will be the weight of the mixture, in tons. For each pay item, the pay quantity will be based on the quantity placed on the project, limited to 105% of the adjusted plan quantity for the pay
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EPOXY COMPOUNDS – CERTIFICATION. (REV 7-1-01) (1-02) ARTICLE 926-2 (Page 838) is deleted and the following substituted: 926-2 Epoxy Design Requirements. 926-2.1 General: Alltypesofcompounds except D, L, M, and O shall contain no volatile solvent. Alltypesofcompounds except C, F, J, L, M, N and O shall be basically pure reactive material with a maximum ash content of 2%. Alltypesshall have simple mix ratios of one to one or two to one or shall be supplied in pre-measured containers
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104 CONSTRUCTIONREQUIREMENTS–ARTIFICIALCOVERINGS. (REV5-8-00)(FA5-15-00)(1-01) ARTICLE104-6(Pages119-123)isexpandedbytheadditionofthefollowing newSubarticle: 104-6.4.13 A r t i f i c i a l C o v e r i n g s : G e n e r a l : I n stall a rtificial c o v e r i n g s i n l o c a t i o n s w h e r e t e mporary protection from erosion is needed. Two situations occur that require artificial coverings. The two situations have differing material requirements, which are described below. (1
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water, prestressing strand and test apparatus overnight at 65 to 75 0 F [18 to 24 0 C]. (c, of the grout. (e)Storethemixed grout at the temperature range listed above in (b). (f, to be used to 90 o F [32.5 o C] temperature for a minimum of 12 hours prior to the test. (b)Use400feet, . (f)At10minute intervals throughout the test period, record the pumping pressure at the inlet
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quanyang.yao@dot.state.fl.us Comments: (7-12-16) Revise "temperature... 140F" to "temperature... 140°F" Response
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926 EPOXYCOMPOUNDS–CERTIFICATION. (REV7-1-01)(FA8-3-01)(7-02) ARTICLE926-2(Page838)isdeletedandthefollowingsubstituted: 926-2EpoxyDesignRequirements. 926-2.1 General: Alltypesofcompounds except D, L, M, and O shall contain no volatile solvent. Alltypesofcompounds except C, F, J, L, M, N and O shall be basically pure reactive material with a maximum ash content of 2%. Alltypesshallhavesimple mix ratios of one to one or two to one or shall be supplied in pre-measured containers
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to furnish a durable, corrosion resistant pile protection system. 457-2 Materials. 457-2.1 F o r ms: Use, of Elasticity (ASTM D 790) 700,000psiminimum (e) IZOD Impact (ASTM D 256) 15lb/inchminimum (unnotched) (f, minimum (e) IZOD Impact (ASTM D 256) 2.6kN/m minimum (unnotched) (f) Barcol Hardness (ASTM D 2583, F, except that loss on ignition shall not exceed 4%. Beforemixing any grout, submit the design mix
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SURFACE REQUIREMENTS. (REV 4-29-98) (FA 5-26-98) (7-02) ARTICLE 330-12 (of the Supplemental Specifications) is expanded by the addition of the following new Subarticle: 330-12.6 Pavement Smoothness: 330-12.6.1 G e n e r a l : F o r t h i s C o n t r a c t , u n i t p r i c e a d j u s t ments for friction course smoothness will be applicable. Unit price adjustments will be based on the Ride Number (RN) as established by a Laser Profiler. The RN will be derived from a mathematical
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