9038 search results for f

4600402.FHWA

Re: StateSpecifications Office Section 460 Proposed S p e c i f i c a t i o n : 4 6 0 0 4 0 2 S t, o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e, a t d u r i n g f a b r i c a t i o n , t h e h e a t n u mber is maintained on each primary load, as determined by the Specialty Engineer. 2. T h e e r e c t i o n s e q u e n c e f o r a l l p rimary, . 3.Thecenterofgravitylocations,pickweightanddelivery orientationforallprimary load-carrying members. 4. I d e n t i f

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4600402.fhwa.pdf?sfvrsn=95b91a2c_0

7151600.FHWA

Re: StateSpecifications Office Section 715 Proposed S p e c i f i c a t i o n : 7 1 5 1 6 0 0 H i, me at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / d t A t t a c h ment cc, h e l e n g t h , i n f e e t , a s i n d i c a t e d i n t h e P l a n s a n d t h e D e s i g n

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7151600.fhwa.pdf?sfvrsn=2a97bab1_0

9260001SS

overlay for cement concrete. E A fluid epoxy for crack injection in the repair of old structures. F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9260001ssc21fe2b65cee48d1862e2e490d4515ef.pdf?sfvrsn=7066f6a3_0

9010402SS

 901 COARSE A G G R E G A T E S . (REV6-8-05)(FA6-29-05)(1-06) SUBARTICLE901-4.2(Page774)isdeletedandthefollowingsubstituted: 901-4.2Lightweight Coarse Aggregate for Structural Concrete: The requirements of 901-4.1 are modified as follows: Aggregates s h a l l n ot b e p r o d u c e d f r o m pumice and scoria. LosAngelesAbrasion(FM 1-T 096, Section 12) shall be 45%, maximum. Gradationshall meet the requirements of AASHTO M 195 for 3/4 inch [19 mm], 1/2 inch [13 mm] and 3/8 inch [10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9010402ssb2cd6b3fc0344e389010d12778ee4c63.pdf?sfvrsn=efb974d5_0

5800000SS

i f i e d , minimum grade for all plants is Florida No. 1 or better. All plants must, as a minimum the following: Date o f i n s p e c t i o n D e s c r i p t i o n o f p r o j e c t L o c a t i o n o f i n s p e c t i o n W e a t h e r c o n d i t i o n s Conditionofplants

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5800000ss.pdf?sfvrsn=ba05c6b5_0

9490000.impl

material requirements: Physical Properties Requirements Test M e t h o d D e n s i t y , l b . / f t 3

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9490000.impl.pdf?sfvrsn=f42bbc4b_0

4551105.impl

 455 STRUCTURES F O U N D A T I O N S . (REV1-6-16)(FA1-7-16)(7-16) SUBARTICLE455-11.5isdeletedandthefollowingsubstituted: 455-11.5DynamicLoadTests:Payment will be based on the number of dynamic load tests shown in the Plans, authorized by the Engineer, or required in 455-5.11.7, completed and accepted in accordance with the Contract Documents. No separate payment will be made for dynamic load tests used to evaluate the Contractor’s driving equipment. This will generally be done

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4551105.impl.pdf?sfvrsn=57a6dbd4_0

9260001SS

overlay for cement concrete. E A fluid epoxy for crack injection in the repair of old structures. F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9260001ss.pdf?sfvrsn=d18ffca9_0

6080000-1.impl

 608 MANUFACTURERS’ W A R R A N T I E S F O R T R A FFIC CONTROL SIGNALS AND DEVICES. (REV10-26-15)(FA12-27-15)(7-16) SECTION608isdeletedandthefollowingsubstituted: 608-1Description. ThisSectionsetsforthmanufacturers’ warranty requirements for traffic control signals and devices furnished to the Department. Manufacturer and Contractor costs associated with transferring, submitting, and delivering equipment warranties, requirements, terms, and conditions are part of the work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6080000-1.impl.pdf?sfvrsn=e3930830_0

9160000.impl

53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test, ” = 4.50kPa -1 max Multiple Stress Creep Recovery, Jnr, 3.2 (d, e, f) AASHTO M 332-14 67°C, Rheometer, AASHTO T 315-12 G * sin δ, 10 rad/sec. Maximum 5000 kPa (f, g Creep Stiffness, AASHTO T, ) shall pass a “V” graded and PG 82-22 (PMA) shall pass an “E” grade per AASHTO M 332-14. (f) A maximum

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9160000.impl.pdf?sfvrsn=aa9f0d3c_0

9010402SS

 901 COARSE A G G R E G A T E S . (REV6-8-05)(FA6-29-05)(1-06) SUBARTICLE901-4.2(Page774)isdeletedandthefollowingsubstituted: 901-4.2Lightweight Coarse Aggregate for Structural Concrete: The requirements of 901-4.1 are modified as follows: Aggregates s h a l l n ot b e p r o d u c e d f r o m pumice and scoria. LosAngelesAbrasion(FM 1-T 096, Section 12) shall be 45%, maximum. Gradationshall meet the requirements of AASHTO M 195 for 3/4 inch [19 mm], 1/2 inch [13 mm] and 3/8 inch [10

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9010402ss.pdf?sfvrsn=1c40b1db_0

9330000.impl

S t e e l S t r a n d s : A c c e p t a n c e o f s t e e l p r e stressing strands shall be based, ) Glass transition temperature (Tg) ASTM E1640 - DMA or ASTM E1356 - DSC ≥230°F ≥212°F Total, ASTMD570 ≤0.25%in24hoursat122°F TensileModulus of elasticity ASTM D7205 ≥18,000 ksi Typical Sizes

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9330000.impl.pdf?sfvrsn=66eb3ad7_0

5480206.impl

: 1.Thequantityofcement replaced with Type F fly ash is 10% to 20% by weight. 2.Thequantityofcement replaced with slag

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5480206.impl.pdf?sfvrsn=edd5a15f_0

162A000SP

at no cost to the Department. 162A-3.2 S p r e a d i n g : U n i f o r mly spread the necessary

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/162a000sp.pdf?sfvrsn=d19efb13_0

0071105FGT.impl

to the use of any area over any of FGT’s pipelines for temporary construction space. 7-11.5.5.2 F G

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/0071105fgt.impl.pdf?sfvrsn=187d3ac6_0

4500041SS

 450 MATERIALACCEPTANCEANDTESTING-CONCRETE. (REV5-2-03)(FA6-19-03)(1-04) SUBARTICLE450-4.1(Page420)isdeletedandthefollowingsubstituted: 450-4.1 C o n c r e t e : P e r f o r m the QC sampling and testing of concrete in accordance with the requirements of Section 346, except as modified herein. When the maximum nominal size of the aggregate in the concrete mix does not exceed 1 inch [25 mm], 4 x 8 inch [100 x 200 mm] test cylinders may be used for compressive strength tests of concrete

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4500041ss.pdf?sfvrsn=1e0a5a3f_0

9600202.impl

cap to anchorage. 6. C e r t i f i e d t e s t r e p o r t s d o c u menting steel chemical, not less than 10,000 psi with UV stabilizer added. 960-2.4.2 P o l y o l e f i n : Conforms to both, . M e e t s r e quirements o f A S T M D 3 3 5 0 w i t h a minimum cell class of 445574C. 2. C o n, Engineer. Indicate that all PT system components are stamped with the following: 1. M a n u f a c t u r

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9600202.impl.pdf?sfvrsn=11e17879_0

4710100.impl

 471 FIBER R E INFORCED P O L Y M E R F E N D E R S Y S T E M S . (REV10-14-15)(FA1-11-16)(7-16) ARTICLE471-1isdeleted and the following substituted: 471-1 Description. Constructfiberreinforcedpolymer (FRP) fender systems using components in accordance with this Section and the Plans. Submit a design for the FRP fender system in accordance with 471-4.2. ARTICLE 471-3 is deleted and the following substituted: 471-3 Product Acceptance. Obtainfendersystem components from a producer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4710100.impl.pdf?sfvrsn=12a14e42_0

6950205.impl

a s p h a l t t o c u r e f o r a minimum of 30 days prior to the installation of in-road sensors, unit at no expense to the Department. Provide a t i me s y n c h r o n i z e d v i d e o o f t e s t i n g , i f r e q u e s t e d . S u b mit a 48 hour verification (class, speed and volume) report, i f i c a t i o n U n i t R e q u i r e m e n t s : P r o v i d e a n e l e ctronics unit

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6950205.impl.pdf?sfvrsn=b0c3be30_0

6460202.impl

certification for product approval. 7. I d e n t i f i c a t i o n : I s l e g i b l y a n d v i s

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6460202.impl.pdf?sfvrsn=96d9d0bf_0
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