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2011-226B.1
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2011-226B.1
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Last modified
2/17/2016 2:18:33 PM
Creation date
10/1/2015 3:12:48 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
11/01/2011
Control Number
2011-226B.1
Agenda Item Number
8.N.
Entity Name
Goodson Paving
Subject
Contract and Specifications Old Dixie Sidewalk
Volume II
Area
Old Dixie Highway from 38th Lane to 65th St.
Project Number
0845
Bid Number
2011045
Supplemental fields
SmeadsoftID
10419
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IN <br /> IN <br /> 4 IN <br /> the event the indicated inaccuracy is sufficient to seriously affect the mixture , the Engineer may <br /> require immediate shut-down until the accuracy of the scales has been checked and necessary <br /> corrections have been made . Include the cost of all scale checks in the bid price for asphalt <br /> concrete , at no additional cost to the Department. <br /> 320- 2 .2 .4 .2 . For Electronic Weigh Systems on Hoppers Beneath a <br /> Surge or Storage Bins and Automatic Batch Plants with Printout : 1 <br /> (a) The Engineer will randomly select a loaded truck of asphalt <br /> mix and record the truck number, and the net weight of the asphalt mix from the Contractor ' s <br /> delivery ticket . <br /> (b) Weigh the selected truck on a certified truck scale , which is not <br /> owned by the Contractor and record the gross weight for the comparison check. If another <br /> certified truck scale is not available, the Engineer may permit another set of certified truck scales <br /> owned by the Contractor to be used. The Engineer may elect to witness the scale check. <br /> (c) Deliver the asphalt mix to the project, then weigh the selected <br /> empty truck on the same certified truck scales . Record the tare weight of the truck. <br /> (d) Compare the net weight of the asphalt mix from the delivery <br /> ticket to the calculated net weight of the asphalt mix as determined by the certified truck scale <br /> weights . The maximum permissible deviation is 8 pounds per ton of load, based on the certified <br /> truck scale weight. <br /> (e) Use the fuel adjustment as specified in 320 -2 . 2 . 4 . 1 (d) , when the <br /> distance from the asphalt plant to the nearest certified truck scale is enough for fuel consumption <br /> to affect the accuracy of the comparison checks . <br /> (f) During production, when an additional certified truck scale is <br /> not available for comparison checks , the Engineer may permit the Contractor to load a truck with <br /> aggregate from the pugmill, surge or storage bin, and follow the above procedures to conduct the <br /> comparison checks as soon as certified truck scale is available . <br /> If the check shows a greater difference than the tolerance specified <br /> above , then recheck on a second set of certified scales . If the check and recheck indicate that the <br /> printed weight is out of tolerance , have a certified scale technician check the electronic weigh <br /> system and certify the accuracy of the printer . While the system is out of tolerance and before its <br /> adjustment, the Engineer may allow the Contractor to continue production only if provisions are <br /> made to use a set of certified truck scales to determine the truck weights . <br /> SUBARTICLE 320- 5 . 1 . 2 (Page 246) is deleted and the following substituted : <br /> 320-5 . 1 .2 Automatic Screed Control . For all asphalt courses , placed with <br /> mechanical spreading and finishing equipment, equip the paving machine with automatic <br /> longitudinal screed controls of either the skid type , traveling stringline type , or non-contact <br /> averaging ski type . Ensure that the length of the skid, traveling stringline , or non-contact <br /> averaging ski is at least 25 feet. On the final layer of base , overbuild, and structural courses , and <br /> for friction courses , use the joint matcher in lieu of the skid, traveling stringline , or non -contact <br /> averaging ski on all passes after the initial pass . Furnish a paving machine equipped with <br /> electronic cross slope controls . <br /> - 63 - <br /> FPID (S ) : 423186 - 1 - 58 - 01 <br /> IN <br /> NINA <br /> � , IN <br />
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