Laserfiche WebLink
<br />TABLE OF CONTENTS <br />(continued) <br /> <br />901.4 Materials:... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 900-2 <br />901.5 Execution of the Work: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 900-3 <br />901.6 Method of Measurement: ................................................ 900-3 <br />901.7 Basis of Payment: .. .............. ... ................................... 900-3 <br /> <br />920 INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF GRAVITY FLOW STORM <br />DRAINAGE SySTEMS..... ............. ....................... ............. 900-16 <br />920.1 Scope:. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. 900-16 <br />920.2 Submittals:........................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 900-16 <br />920.3 Materials:........................................................... 900-16 <br />920.4 Execution of the Work: ................................................. 900-16 <br />920.5 Quality Control: ...................................................... 900-17 <br />920.6 Clean Up:........................................................... 900-18 <br />920.7 Method of Measurement: ............................................... 900-18 <br />920.8 Basis of Payment: ..................................................... 900-18 <br /> <br />930 NOT USED ................................................................ 900-18 <br /> <br />940 INSPECTION, TESTING, APPROVAL AND ACCEPTANCE OF STREET AND <br /> <br />ROADWAy............................................................... 900-18 <br />940.1 Scope:. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . . . .. . . .. 900-18 <br />940.2 Submittals:.......................................................... 900-18 <br />940.3 Materials:........................................................ . .. 900-19 <br />940.4 Execution of the Work: ................................................. 900-19 <br /> <br />1000 MATERIALS. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . .. _ .. . . .. 1000-1 <br /> <br />1001 AGGREGATE:. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . _ .. . . .. 1000-2 <br />1001.1 Concrete Aggregates: .................................................. 1000-2 <br />1001.2 Aggregatefor Bases: .. . . . .. . . .. . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . .. . .. .. 1000-4 <br />1001.3 Not Used............................................ ... ... ... ....... 1000-5 <br />1001.4 Aggregate for Cover Coat Material: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1000-5 <br />1001.5 Mineral Filler: . . . . . . . . . . . . . .. . .. . . . . . . . .. . .. . .. . .. . . . . .. . . . . . . . . . .. . .. 1000-6 <br />1001.6 Structure Backfill Material: ............................................. 1000-6 <br />1001.7 Aggregate for Pipe Bedding: ............................................ 1000-6 <br />1001.8 Aggregate for Pipe Backfill: . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . .. . .. . . ... 1000-7 <br />1001.9 Filter Material: ....................................................... 1000-7 <br />1001.10 Aggregate for Plant Mixed Seal Coat: ..................................... 1000-8 <br />1001.11 Quality Control: ...................................................... 1000-9 <br />1001.12 Method of Measurement: ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1000-9 <br />1001.13 Basis of Payment: ..................................................... 1000-9 <br /> <br />1003 RlPRAP: . . . . .. . .. . .. . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . .. . . . . .. . . . . . . .. . .. . . .. 1000-9 <br /> <br />1009 HYDRATED LIME: ........................................................ 1000-10 <br /> <br />1010 HOT BITUMINOUS PAVEMENT: ............................................ 1000-11 <br />