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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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�4kL{ <br /> � L b _ <br /> Protect flowable fill from freezing for a period of 36 hours after placement. <br /> Place flowable fill to the designated fill line without vibration or other means of <br /> compaction . Do not place flowable fill during inclement weather, e . g . rain or ambient <br /> temperatures below 40°F . Take all necessary precautions to prevent any damages caused by the <br /> hydraulic pressure of the fill during placement prior to hardening. Provide the means to confine <br /> the material within the designated space . <br /> 121 -6 Acceptance. <br /> Acceptance of flowable fill will be based on the following documentation and a <br /> minimum temperature of flowable fill at the point of delivery of 50°F . <br /> Furnish a delivery ticket to the Engineer for each load of flowable fill delivered to the <br /> worksite . Ensure that each ticket contains the following information : <br /> ( 1 ) Project designation, <br /> (2) Date , <br /> (3 ) Time , <br /> (4) Class and quantity of flowable fill , <br /> (5 ) Actual batch proportions , <br /> (6) Free moisture content of aggregates , <br /> (7 ) Quantity of water withheld . <br /> 1 11 Leave the fill undisturbed until the material obtains sufficient strength . Sufficient <br /> strength is 35 psi penetration resistance as in using a hand held penetrometer in <br /> accordance with ASTM C-403 . Provide a hand held penetrometer to measure the penetration <br /> resistance of the hardened flowable fill . <br /> 1214 Basis of Payment. <br /> When the item of flowable fill is included in the Contract, payment will be made at the <br /> Contract unit price per cubic yard. Such price and payment will include all cost of the mixture , in <br /> place and accepted, determined as specified above . No measurement and payment will be made <br /> for material placed outside the neat line limits or outside the adjusted limits , or for unused or <br /> wasted material . <br /> Payment will be made under: <br /> Item No . 121 - 70- Flowable Fill - per cubic yard. <br /> 125 EXCAVATION FOR STRUCTURES AND PIPE — ACCEPTANCE PROGRAM. <br /> (REV 6-349) (FA 843 -09) (1 - 10) <br /> SUBARTICLE 125 -9 . 1 (Page 187 ) is deleted and the following substituted : <br /> 125-9 . 1 General Requirements : Meet the requirements of 120 - 10 , except replace the <br /> requirements of 120- 10 . 1 . 6 with 125 - 9 . 1 . 1 , 120- 10 . 2 with 125 - 9 . 2 , 120 - 10 . 3 with 125 - 9 . 3 , <br /> and <br /> 120 - 10 . 4 with 12540 . <br /> 125-9 . 1 . 1 Reduced Testing Frequency : When no Resolution testing is required <br /> for 6 consecutive LOTs , or if required, the Quality Control test data was upheld, reduce the <br /> Quality Control density testing to one test every two Lots by identifying the substantiating tests <br /> I <br /> n the Density Log Book and notifying the Engineer in writing prior to starting reduced <br /> - 57 - <br /> FPID ( S ) : 423186 - 1 - 5 8 - 01 <br />
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