Laserfiche WebLink
ASPHALT CONCRETE (TYPE B) PLACE ASPHALT CONCRETE DIKE METAL BEAM GUARD RAILING <br /> Location Quantity (TYPE C) Location Quantity <br /> Bridge 29C-208 (Interstate Highway Route 205) <br /> Location Quantity (4 Quadrants at 25' Each) 100 LF. <br /> Mainline Resurfacing (0.12 Depth) Ste. 22+79 to Ste. 23+84 (Lt) 105 L.F. <br /> Sta. 17+00 to Ste. 23+94 234 Tons Ste. 22+76 to Ste. 23+81 (Rt) 105 L.F. <br /> Ste. 26+30 to Ste. 33+00 226 Tons Ste. 26+43 to Ste. 27+48 (Lt) 105 L.F. <br /> Ste. 26+39 to Ste. 27+44 (Rt) 105 L.F. TERMINAL SYSTEM (TYPE ET) <br /> Pavement Reoair(0.50' Depth) 133 Tons Total 420 L.F. Location Quantity <br /> 20 Areas = 354 S.Y. <br /> Bridge 29C-208 (Interstate Highway Route 205) <br /> Driveways 14 Tons PLACE ASPHALT CONCRETE (4 Quadrant Locations) 4 Each <br /> Dikes 57 Tons <br /> AC Misc. Areas (MISC. AREAS) <br /> Walkway Base Location Quantity TERMINAL SECTION TYPE C <br /> / Ste. 17+00 to Ste. 23+84 (Lt) 77 Tons Location Quantity <br /> Ste. 26+43 to Ste. 31+00 (Lt) Sidewalk Area <br /> `S Dike Base Ste. 17+00 to Stu. 23+84 (Lt) 380 S.Y. Bridge 29C-208 (Interstate Highway Route 205) <br /> Ste. 17+00 to Ste. 23+81 (Rt) Stu. 17+00 to Ste. 23+81 (Rt) 76 S.Y. (4 Quadrant Locations) 4 Each <br /> 9 <br /> Ste. 26+39 to Ste. 32+97 (Rt) 18 Tons Dike Areae <br /> n Ramos 2 Tons Ste. 26+43 to Ste. 31+15 (Lt) 262 S.Y. <br /> Stu. 26+39 to Ste. 32+97 (Rt) 73 S.Y. MINOR CONCRETE <br /> s -, Total 761 Tons Ramo, <br /> m C23+84 (Lt) 6 s.Y. (Cut—off Wall) <br /> Stu.i Stu. 26+43 (Lt) 6 S.Y. Location Quantity <br /> � m <br /> Total 803 S.Y. Ste. 19+50 to Ste. 23+84 (Lt) 32 C.Y. <br /> Ste. 19+50 to Sta. 23+79 (Rt) 32 C.Y. <br /> Ste. 26+43 to Sta. 30+80 (Lt) 32 C.Y. <br /> PAVEMENT REINFORCING FABRIC <br /> € Ste. 26+41 to Ste. 30+80 (Rt) 33 C.Y. <br /> Location Quantity (F) Total 129 C.Y. <br /> Ste. 17+00 to Ste. 23+94 1,388 S.Y. (F) Denotes Final Pay Quantity <br /> PLACE ASPHALT CONCRETE DIKE <br /> Ste. 26+3o to Sta. 33+00 ,,340 S.Y. <br /> (TYPE A) Total 2,729 S.Y. <br /> Location Quantity PAVEMENT REINFORCING MESH <br /> Ste. 17+00 to Ste. 22+79 (Lt) 579 L.F. Location Quantity <br /> D Ste. 17+00 to Ste. 22+76 (Rt) 576 L.F. Ste. 17+00 to Ste. 23+84 (Lt) 760 S.Y. <br /> m Ste. 27+48 to Ste. 31+00 (Lt) 352 L.F. Ste. 17+00 to Ste. 23+81 (Rt) 757 S.Y. <br /> S Ste. 27+44 to Ste. 32+97 (Rt) 553 L.F. Ste. 26+43 to Ste. 33+00 (Lt) 730 S.Y. <br /> m Total 2,060 L.F. I Ste. 26+39 to Ste. 33+00 (Rt) 734 S.Y. <br /> -If o Total 2,981 S.Y. <br /> COUNTY OF SAN JOA/JUIN NO SCALE SUMMARY OF QUANTITIES HANSEN ROAD EMBANKMENT REPAIR sheet No. <br /> q (Interstate Highway Route 205 Overpass) 7 of:70J <br /> DRAWN BY I DATE I PROJECT ENGINEER I DAT HECKED DATE I APPROVAL,RECOMMENDED DATE <br />