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2011-226B.1
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2011-226B.1
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Entry Properties
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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3 . The standard LOT size of FC - 5 will be 2 , 000 tons , with each LOT subdivided <br /> into four equal sublots of 500 tons each . <br /> 4 . The Between- Laboratory Precision Values described in Table 334 - 6 are <br /> modified to include (P_3i8 , P-4 , and P.8) with a maximum difference per FM 1 -T 030 (Figure 2) . <br /> 5 . Table 334 - 5 (Master Production Range) is replaced by Table 337 -2 . <br /> 6 . The mixture will be accepted on the roadway with respect to surface tolerance <br /> in accordance with 334 - 5 . 8 . No density testing will be required for these mixtures . <br /> Table 337 -2 <br /> FC- 5 Master Production Range <br /> Characteristic Tolerance ( 1 ) <br /> Asphalt Binder Content ( %) Target ± 0 . 60 <br /> Passing 3 /8 inch Sieve (%) Target ± 7 . 50 <br /> Passing No . 4 Sieve (%) Target ± 6 . 00 <br /> Passing No . 8 Sieve (%) Target t 3 . 50 <br /> 1 ) Tolerances for sample size of n = 1 from the verified mix design <br /> 337-6.2 . 1 Individual Test Tolerances for FC -5 Production : Terminate the LOT <br /> if any of the following Quality Control failures occur : <br /> 1 ) An individual test result of a sublot for asphalt binder content does not <br /> meet the requirements of Table 337 -2 , <br /> 2) Two consecutive test results for gradation on any of the following sieve <br /> sizes (P_3i8 , P4, and P_g) do not meet the requirements of Table 337 -2 , <br /> When a LOT is terminated due to a QC failure , stop production of the <br /> mixture until the problem is resolved to the satisfaction of the Quality Control Manager(s) and/or <br /> Asphalt Plant Level II technician(s) responsible for the decision to resume production after a <br /> quality control failure, as identified in 105 - 8 . 6 . 4 . In the event that it can be demonstrated that the <br /> problem can immediately be or already has been resolved, it will not be necessary to stop <br /> production . When a LOT is terminated, make all necessary changes to correct the problem . Do <br /> not resume production until appropriate corrections have been made . Inform the Engineer of the <br /> problem and corrections made to correct the problem. After resuming production , sample and <br /> test the material to verify that the changes have corrected the problem . Summarize this <br /> information and provide it to the Engineer prior to the end of the work shift when production <br /> resumes . <br /> In the event that a Quality Control failure is not addressed as defined <br /> above, the Engineer ' s approval will be required prior to resuming production after any future <br /> Quality Control failures . <br /> Address any material represented by a failing test result in accordance <br /> with 334- 5 . 9 . 5 . Any LOT terminated under this Subarticle will be limited to a maximum Pay <br /> Factor of 1 . 00 (as defined in 337 - 12 . 3 ) for each quality characteristic . <br /> 3374 Special Construction Requirements . <br /> 3374 . 1 Hot Storage of FC -5 Mixtures : When using surge or storage bins in the normal <br /> production of FC - 5 , do not leave the mixture in the surge or storage bin for more than one hour. <br /> 337-7 .2 Longitudinal Grade Controls for Open -Graded Friction Courses : On FC- 5 , <br /> use either longitudinal grade control (skid, ski or traveling stringline) or a joint matcher . <br /> - 105 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />
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