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AT A TIN I <br /> 14 " <br /> AN <br /> IT I ANN "IN <br /> IT NATANT A ITN, - ' -h . . ;: 3a'"» % .ANNA, A <br /> a""" V�Yx . . , _ �, ����,e,�t '� �'" .4 `z.; A�`,s4 '°' v° +�,, em i aA LILI <br /> 'NA <br /> u a " ,r:.,. ti * .€. �" e <br /> A. A <br /> %NNTt <br /> IN A <br /> 9484 . 5 Paneled Pipe Liner : Paneled pipe liner consists of custom - cut flat or curved <br /> panels that are formed to the inside circumference of a host pipe . <br /> AII <br /> ( 1 ) Polyvinyl Chloride : Polyvinyl chloride paneled pipe liner shall meet the <br /> ANN <br /> requirements of ASTM F - 1735 and shall have a minimum cell classification of 12454 . <br /> 948-4 . 6 Point Pipe Liner : Point pipe liner may consist of any materials covered by this <br /> ANT specification when used to repair and rehabilitate an isolated portion of an existing storm drain <br /> AT <br /> AA <br /> AN <br /> pipe . Materials which are restricted (as primary components) to point repair are ; steel, which <br /> shall meet the requirements of AASHTO M- 167M, ASTM A- 167 , or ASTM A-240 ; aluminum , <br /> which shall meet the requirements of AASHTO M- 196 , and rubber; which shall meet the <br /> requirements of ASTM C -923 , <br /> AN <br /> 9484 . 7 Coated Pipe Liner : Coated pipe liner consists of liquid, slurry, foam or gel that <br /> is spread or sprayed over the interior surface of an existing pipe to rehabilitate it. Materials that <br /> may be used for coating are hydrophilic urethane gel , epoxy resin , polyester resin, gunite , <br /> All shotcrete, low density cellular concrete , and cementious grout . <br /> AN A <br /> AN <br /> 962 STRUCTURAL STEEL AND MISCELLANEOUS METAL ITEMS (OTHER <br /> THAN ALUMINUM) . <br /> (REV 2 -2340) (FA 5440) ( 1 - 11 ) <br /> SUBARTICLE 9624 . 2 (Page 914) is deleted and the following substituted : <br /> 9624 . 2 Testing : For structural steel subjected to tensile stress used for main load- <br /> carrying members or components (as defined in Section 460) , meet the ASTM A 709 impact test <br /> requirements for non-fracture and fracture critical tension components as specified in the AN <br /> Contract Documents . Meet the requirements for Zone 1 (Minimum Service Temperature 0°F) . <br /> A Al <br /> If not specified elsewhere in the Contract Documents , provide structural steel in <br /> AN <br /> accordance with ASTM A 709 requirements for non- fracture and fracture critical tension <br /> components as directed by the Engineer. All <br /> SUBARTICLE 962 - 8 . 2 (Page 916) is deleted and the following substituted : <br /> A AN <br /> 962111m8 . 2 Steel Sheet Piling : Provide steel sheet piles conforming to the requirements of <br /> ASTM A- 328 , ASTM A- 572 or ASTM A- 690 . <br /> Ilk A <br /> SUBARTICLE 962 - 8 . 4 . 2 (Page 917) is deleted and the following substituted : <br /> 962 -8 . 4 . 2 Testing : Structural steel tubing subjected to tensile stresses used in <br /> main load carrying members or components ( as defined in Section 460) shall meet the impact <br /> AN <br /> test requirements of ASTM A 709 for non- fracture and fracture critical tension components for <br /> Zone 1 . Minimum Average energy shall be : 15 ft- lbf at 70 °F (non- fracture critical) ; or 25 ft- lbf at <br /> AIL70 ° F (fracture critical) . <br /> -222 - <br /> III <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> AN <br /> �LININNom A, Fx aNA, s; f x <br /> . . « x .k _ . « s" �. ., . «.3.a .. . b«'ti . .r . , x . v ,as . ., ' �. . . �. . . _ , r A .. .a <br /> � � _ . , . . . , _a,. . ... �. . _ . `� _ _ �. . . . � � . . .� . . °''..:., w `1M. ,a ,§ , <br /> s _ �. . . . , k . 3S <br />