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r <br />m <br />JZ <br />0 <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity <br />Walnut Grove Road Total 2 EA <br />PAVEMENT REPAIR <br />Location Quantity <br />26 Locations Total 386 SQYD <br />SHOULDER BACKING <br />Location Quantity <br />Sta 16+92 to Sta 54+6Q Total 478 TON <br />HOT MIX ASPHALT (TYPE A) <br />Location <br />Pavement Repair <br />Intersection Transition Areas <br />Mainline <br />HMA Dike (Type A) <br />HMA Dike (Type C) <br />Quant <br />129 <br />TON <br />79 <br />TON <br />1,729 <br />TON <br />52 <br />TON <br />3 <br />TON <br />Total 1,992 TON <br />PLACE HOT MIX ASPHALT DIKE (TYPE A) <br />Location Quantity <br />Sta 11+32 Lt to Sta 16+92 Lt LF <br />Sta 11+44 Rt to Sta 16+92 Rt � LF <br />Sta 54+60 Lt to Sta 56+00 Lt 140 LF <br />Sta 49+35 Rt to Sta 56+00 Rt er .6Wq' LF <br />Total LF <br />*Additional amount added for overside drains lil <br />COUNTY OF SAN JOAQUIN <br />RUBBERIZED HOT MIX <br />ASPHALT (GAP GRADED) <br />Location Quantity <br />Mainline 2,280 TON <br />PLACE HOT MIX ASPHALT DIKE (TYPE C) <br />Location Quantity <br />Sta 10+43 Lt to Sta 11+32 Lt 89;,LF <br />Sto 10+98 Rt to Sta 11+44 Rt LF <br />Sta 56+00 Lt to Sta 57+39 Lt.` LF <br />Sta 56+00 Rt to Sta 57+39 Rt LF <br />Tota l 4 [3f LF <br />RECONSTRUCT METAL BEAM GUARD RAILING <br />Location <br />10+43 <br />to <br />Sta <br />38+70 <br />(Lt) <br />Quantity <br />Sta <br />10+43 <br />Lt <br />to <br />Sta <br />11+11 <br />Lt <br />78 LF <br />Sta <br />10+53 <br />Rt <br />to <br />Sto <br />11+20 <br />Rt <br />78 LF <br />Sta <br />56+26 <br />Lt <br />to <br />Sta <br />57+01 <br />Lt <br />80 LF <br />Sta <br />56+24 <br />Rt <br />to <br />Sta <br />57+00 <br />Rt <br />80 LF <br />LF <br />Sta <br />38+86 <br />to <br />Sta <br />56+88 <br />Total <br />316 LF <br />RUMBLE STRIP (GROUND -IN INDENTATIONS) <br />Location Quantity <br />Sta <br />10+43 <br />to <br />Sta <br />38+70 <br />(Lt) <br />2,827 <br />LF <br />Sta <br />10+00 <br />to <br />Sta <br />38+70 <br />(� Lt) <br />2,870 <br />LF <br />Sta <br />10+00 <br />to <br />Sta <br />38+70 <br />Rt) <br />2,870 <br />LF <br />Sta <br />10+58 <br />to <br />Sta <br />29+71 <br />(Rt) <br />1 ,913 <br />LF <br />Sta <br />32+45 <br />to <br />Sta <br />38+70 <br />(Rt) <br />625 <br />LF <br />Sta <br />38+86 <br />to <br />Sta <br />56+88 <br />(Lt) <br />1,802 <br />LF <br />Sta <br />38+86 <br />to <br />Sta <br />57+39 <br />Lt) <br />11853 <br />LF <br />Sta <br />38+86 <br />to <br />Sto <br />57+39 <br />Rt) <br />17853 <br />LF <br />Sta <br />38+86 <br />to <br />Sto <br />56+87 <br />(Rt) <br />12801 <br />LF <br />NO SCALE � SUMMARY OF QUANTITIES <br />, � III � � � � , , _� _•..�...,- , .�/ <br />Total 18,414 LF <br />PENETRATION TREATMENT <br />Location Quantity <br />2 Locations (Radii) Total 125 SQYD <br />GEOSYNTHETIC PAVEMENT INTERLAYER <br />(PAVING FABRIC) <br />Location Quantity <br />Sta 12+20 to Sta 36+50 8,100 SQYD <br />Sta 41+06 to Sto 55+19 4,710 SQYD <br />Total 12,810 SQYD <br />END CAP (TYPE A) <br />Location <br />Quantity <br />Sta <br />10+43 <br />Lt <br />to <br />Sta <br />11+11 <br />Lt <br />2 <br />EA <br />Sta <br />10+53 <br />Rt <br />to <br />Sto <br />11+20 <br />Rt <br />2 <br />EA <br />Sta <br />56+26 <br />Lt <br />to <br />Sta <br />57+01 <br />Lt <br />2 <br />EA <br />Sta <br />56+24 <br />Rt <br />to <br />Sta <br />57+00 <br />Rt <br />2 <br />EA <br />Total <br />8 <br />EA <br />'"zAinj%" 496 <br />David Mendoza <br />RCE 42581 <br />WALNUT GROVE ROAD RESURFACING <br />(Sacramento County Line to New Hope Bridge) <br />Sheet No. <br />7 of 7 <br />