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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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II, 17 W�777 777-MRNMM <br /> IV I <br /> IL <br /> 4! ' i":r z`` tsr' , '"�. :AV <br /> .a"' $ chi .Fi : t ? z c+, w ` a {4 ' , ., AI <br /> .f 7y �, V J 4 " 5X, 'tI A I 1J, d r <br /> M Wed <br /> $ «,� ` " . ' z.-a?4 <br /> , . s;:., <br /> Size Nominal Size <br /> No . Square 3 /4 inch 1 /2 inch 3 /8 inch No . 4 No . 8 No . 16 No . 50 <br /> Openings <br /> 3 1 /2 inches to 1 <br /> 1 1 /2 inches 0 to 5 <br /> 2 1 /2 inches to 1 <br /> 21 /2 inches 0 to 5 <br /> 24 2 1 /2 inches to 0 to 10 0 to 5 <br /> 3 /4 inch <br /> 3 2 inches to 1 _ 0 to 5 <br /> inch <br /> 357 2 inches to No . _ 10 to 30 - 0 to 5 <br /> 4 <br /> 4 1 1 /2 inches to 3 /4 inch 0 to 15 - 0 to 5 <br /> 467 1 1 /2 inches to 35 to 70 - 10 to 30 0 to 5 <br /> No . 4 <br /> 1 inch to 1 /2 <br /> 5 inch 20 to 55 0 to 10 0 to 5 <br /> 1 inch to 3 /8 <br /> 56 inch 40 to 85 10 to 40 0 to 15 0 to 5 <br /> r57 1 inch to No . 4 - 25 to 60 - 0 to 10 0 to 5 <br /> 6 3 /4 inch to 3 /8 90 to 100 20 to 55 0 to 15 0 to 5 <br /> inch <br /> 67 3 /4 inch to No . 90 to 100 - 20 to 55 0 to 10 0 to 5 <br /> 68 3 /4 inch to No . 90 to 100 - 30 to 65 5 to 25 0 to 10 0 to 5 <br /> 7 1 /2 inch to No . 100 90 to 100 40 to 70 0 to 15 0 to 5 <br /> 78 1 /2 inch to No . 100 90 to 100 40 to 75 5 to 25 0 to 10 0 to 5 <br /> 8 3 /8 inch to No . _ <br /> 8 100 85 to 100 10 to 30 0 to 10 0 to 5 <br /> , . <br /> 89 3 /8 inch to No . _16 100 90 to 100 20 to 55 5 to 30 0 to 10 0 to <br /> 5 <br /> 9 No . 4 to No . 16 - - 100 85 to 100 10 to 40 0 to 10 0 to 5 <br /> 10 No . 4 to 0 - - 100 85 to 100 <br /> The gradations in Table 1 represent the extreme limits for the various sizes <br /> indicated which will be used in determining the suitability for use of coarse aggregate from all <br /> sources of supply. For any grade from any one source, the gradation shall be held reasonably <br /> uniform and not subject to the extreme percentages of gradation specified above . <br /> -204 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br /> I, <br /> 3 r x 310 <br /> 1 5x`" Y 34� a• , , f o f r' �. z t y r:: `i+ 'vz r <br /> s <br /> ky <br /> rL <br /> t ' <br /> x, " "2"' f A ; $ S „ r a { �, " rte,-" s"' ' ff <br />
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