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(Body cont'd) <br />6. Body height, inside should be aminimum of 87/2 ". <br />LES N 0 <br />7. Body height above chassis rail, arms down is 107". <br />YES/NO <br />8. Body height above chassis rail, arms up with full tuck forks is 120". <br />LLSNO <br />9. Height above frame with tailgate raised including rear un�derride <br />YLS/NO <br />guard is 199 <br />1 O�. Hopper width (bottom), above guide tracks, must be no less than 80". <br />YES/NO <br />11. Hopper width (top) must be a minimum of 8 1 ". <br />LES/NO <br />12. Hopper length at roof must be a minimum of 94". <br />LE—S/NO <br />13. Hopper depth must be a minimum of 9 1 ". <br />YES/NO <br />C. Body Construction: <br />I . <br />Packer body will have flat hopper and body floor with curved roof and <br />IMS2NO <br />body sides and of overhead loading design. Hopper will be <br />designed to properly handle containers from 1 -10 cubic yard <br />capacity. <br />2. <br />Roof - Minimum 8 gauge high tensile steel sheet 80,000 PSI typical yield. <br />YESNO <br />3. <br />Side Walls: <br />a. Lower hopper sides — minimum 3/16" AR400 abrasion resistant plat steel <br />YES/NO <br />with typical 184,000 PSI tensile strength and 145,000 PSI typical yield <br />strength. <br />b, Upper hopper sides — minimum 8 gauge high tensile steel sheet, 80�,000 <br />YESNO <br />PSI typical yield. <br />c. Body sides — minimum 8 gauge high tensile steel sheet, 80,000 PSI <br />]LES/NO <br />typical yield. <br />4. <br />Floor: <br />a. Hopper floor — minimum 1/4" AR400 abrasion resistant plat steel with <br />JES/NO <br />typical 184,000 PSI tensile strength and 145,0�00 PSI typical yield <br />strength. <br />b. Body floor — minimum 1/4"' AR40�O abrasion resistant plat steel with <br />YES/NO <br />typical 184,000 PSI tensile strength and 145,000 PSI typical yield <br />strength. <br />5. <br />Roof and Side Reinforcements: <br />a. Upper longitudinal comer brace shall be I I gauge 80,000 PSI typical <br />YES/NO <br />yield 4" x 6" deep formed channel fully welded to the roof and body <br />side sheets. <br />b. Lower longitudinal comer brace shall be I I gauge 80,00�O PSI typical <br />YES/NO <br />yield 4" x 16" deep formed channel fully welded to the body side sheets. <br />c. Forward vertical body side bolster shall be 3/16", 80,000 PSI typical <br />YESNO <br />yield 6.72" x 7" deep formed channel conforming to the curved body <br />sides and fully welded to the body sides. <br />d. <br />Rear vertical body side bolster shall be 3/16", 80�,000 PSI typical yield <br />YES/NO <br />6�.7" x 5" deep formed channel conforming to the curved body sides and <br />fully welded to the body sides. <br />12 <br />