2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
203.03 B. Do not place RPCC and RACP in any location where it would inhibit the growth of vegetation. C. Do not use any suitable material that cannot be incorporated in an 8-inch (200 mm) lift in the top 2 feet (0.6 m) of the embankment. D. Do not use shale in the top 2 feet (0.6 m) of the embankment that is not completely compacted and pulverized into a soil with 100 percent of the material passing the No. 4 (4.75 mm) sieve, except for hard shale or durable siltstone. E. If using RPCC, OH slag, EAF slag, BOF slags, or blends of these materials, place these materials at least 1 foot (0.3 m) below the flow line of the underdrains. F. Do not use RPCC, OH slag, EAF slag, BOF slags, granulated slag, or blends of these materials for underwater applications. G. Do not use materials that cannot be satisfactory placed and compacted to a stable and durable condition. H. Material excavated in the work that contains excessive moisture is unsuitable for embankment construction unless dried. Dry or aerate such material before incorporating in the work. The Contractor may elect to waste this material, instead of drying it. I. If Granular Material Type E in 703.16.C is allowed or specified, use a geotextile fabric conforming to 712.09, Type D on the top, bottom, and around the Type E material to prevent piping of the material into the Type E material. J. If electing to use PCS, submit the information stated below in a suitable format at least 10 workdays before the intended usage. 1. Have an independent ODOT consultant pre-qualified in remedial design environmental site assessment review the proposed usage. The consultant shall provide all documentation used to ensure that the proposed usage obeys all Ohio EPA regulations. The consultant shall coordinate all EPA required meetings, documentation, and testing requirements. The consultant shall randomly monitor the construction to ensure that the environmental requirements are carried out on the project. The consultant shall report any discrepancies to the Department and the Contractor. The consultant shall certify the report or reports to the Department. 2. Use PCS that conforms to all current environmental policies, rules, and regulations and the following: a. Use PCS material that does not exceed the petroleum constituent concentrations stated below: Benzene (B) 35 parts per million Toluene (T) 109 parts per million Ethyl benzene (E) 32 parts per million Total Xylenes (X) 165 parts per million b. Include test results from BTEX testing by using U.S. EPA test method SW 846, method 8020, or equivalent method. 94
95 203.04 c. Perform the tests on every 100 tons (90 metric tons) of PCS used. 203.04 General. Perform the required clearing and grubbing before starting the excavation, grading, and embankment operations. Coordinate the amount of and limit the areas of the project that are cleared and grubbed with the quantity of erosion controls that are placed according to Item 207. Remove all existing pavement and underdrains before the embankment construction. Temporarily discontinue operations when the excavating operations encounter remains of prehistoric archaeological sites, historical archaeological sites, or human remains. The Engineer will contact the Department’s Office of Environmental Services to determine the disposition thereof. Preserve the artifacts or other archeological items or human remains until a determination as to what the disposition and/or removal of such items is made by the Office of Environmental Services. Such excavation is considered Extra Work. If the Contractor encounters any abnormal material such as, but not limited to, drums, tanks, or stained earth or any unusual odors during construction operations, the Contractor shall temporarily discontinue the work in this area, leave equipment in place, cordon off the area, and notify the Engineer. The area is considered to contain hazardous waste or material and must be handled according to The Construction Inspection Manual of Procedures. Upon notification by the Engineer to resume work, the Contractor may file for an extension of time according to 108.06. A. Drainage and Maintenance of the Work. Maintain a well drained embankment and excavation operation. If trenching for narrow widening and in other areas of the embankment construction, construct ditches of an adequate depth and at frequent intervals across the berm or embankment to maintain drainage. Deepen side ditches when necessary to ensure thorough embankment or subgrade drainage. Construct the embankment with sufficient cross-slope to drain in case of rain. If precipitation saturates the embankment construction, stay off the embankment construction until the embankment dries or stabilizes. Expedite the construction by removing the saturated embankment or dry the embankment by scarifying, plowing, disking, and recompacting the embankment. Throughout the embankment construction operation and at the end of each day’s operation, shape to drain, compact, and re-compact the work area to a uniform cross-section. Eliminate all ruts and low spots that could hold water. If using embankment construction or cut areas to haul on, continuously move the hauling equipment around on the area to take advantage of the compactive effort. Continually re-grade and compact the haul roads and maintain the construction according to 105.13 and 105.14. Plug and cover the upstream ends of all pipe lines encountered during earthwork operations.
- Page 49 and 50: 43 107.13 $5,000,000 and Each Occur
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- Page 89 and 90: 200 EARTHWORK ITEM 201 CLEARING AND
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- Page 115 and 116: ITEM 205 CHEMICALLY STABILIZED EMBA
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- Page 119 and 120: 206.05 1. Cement or Lime Kiln Dust.
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203.03<br />
B. Do not place RPCC <strong>and</strong> RACP in any location where it would inhibit the<br />
growth <strong>of</strong> vegetation.<br />
C. Do not use any suitable material that cannot be incorporated in an 8-inch<br />
(200 mm) lift in the top 2 feet (0.6 m) <strong>of</strong> the embankment.<br />
D. Do not use shale in the top 2 feet (0.6 m) <strong>of</strong> the embankment that is not<br />
completely compacted <strong>and</strong> pulverized into a soil with 100 percent <strong>of</strong> the material<br />
passing the No. 4 (4.75 mm) sieve, except for hard shale or durable siltstone.<br />
E. If using RPCC, OH slag, EAF slag, BOF slags, or blends <strong>of</strong> these materials,<br />
place these materials at least 1 foot (0.3 m) below the flow line <strong>of</strong> the underdrains.<br />
F. Do not use RPCC, OH slag, EAF slag, BOF slags, granulated slag, or blends<br />
<strong>of</strong> these materials for underwater applications.<br />
G. Do not use materials that cannot be satisfactory placed <strong>and</strong> compacted to a<br />
stable <strong>and</strong> durable condition.<br />
H. <strong>Material</strong> excavated in the work that contains excessive moisture is unsuitable<br />
for embankment construction unless dried. Dry or aerate such material before<br />
incorporating in the work. The Contractor may elect to waste this material, instead<br />
<strong>of</strong> drying it.<br />
I. If Granular <strong>Material</strong> Type E in 703.16.C is allowed or specified, use a<br />
geotextile fabric conforming to 712.09, Type D on the top, bottom, <strong>and</strong> around the<br />
Type E material to prevent piping <strong>of</strong> the material into the Type E material.<br />
J. If electing to use PCS, submit the information stated below in a suitable<br />
format at least 10 workdays before the intended usage.<br />
1. Have an independent ODOT consultant pre-qualified in remedial<br />
design environmental site assessment review the proposed usage. The consultant<br />
shall provide all documentation used to ensure that the proposed usage obeys all<br />
<strong>Ohio</strong> EPA regulations. The consultant shall coordinate all EPA required meetings,<br />
documentation, <strong>and</strong> testing requirements. The consultant shall r<strong>and</strong>omly monitor<br />
the construction to ensure that the environmental requirements are carried out on<br />
the project. The consultant shall report any discrepancies to the <strong>Department</strong> <strong>and</strong><br />
the Contractor. The consultant shall certify the report or reports to the<br />
<strong>Department</strong>.<br />
2. Use PCS that conforms to all current environmental policies, rules, <strong>and</strong><br />
regulations <strong>and</strong> the following:<br />
a. Use PCS material that does not exceed the petroleum constituent<br />
concentrations stated below:<br />
Benzene (B) 35 parts per million<br />
Toluene (T) 109 parts per million<br />
Ethyl benzene (E) 32 parts per million<br />
Total Xylenes (X) 165 parts per million<br />
b. Include test results from BTEX testing by using U.S. EPA test<br />
method SW 846, method 8020, or equivalent method.<br />
94