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2011-045
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2011-045
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Last modified
1/13/2016 12:00:37 PM
Creation date
10/1/2015 1:43:43 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
03/01/2011
Control Number
2011-045
Agenda Item Number
8.P.3.A
Entity Name
Dunkelberger Engineering
Subject
Renewal Agreement Geotechnical Services
Supplemental fields
SmeadsoftID
9276
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BUNKELBERGER <br /> engineering & testing , inc . <br /> Indian River County <br /> Continuing Geotechnical Services Fee Schedule <br /> February 16th , 2011 Through February 15th , 2012 <br /> Project No . PSI.-09 -3054 <br /> E . Compression Testing of Field Cores (C42) $ 30 . 00/core <br /> F . Windsor Probe (minimum of 2 shots) (C803 ) $ 57 . 00/shot <br /> G . Swiss Hammer (C805 ) and Pachometer Testing <br /> • Equipment Usage $ 28 . 00/trip <br /> • Senior Engineering Technician $ 55 . 00/hour <br /> H . Compressive Strength of Masonry Prisms (C1314) (3 /set) $ 255 . 00/set <br /> I. Compressive Strength Testing of Cylinders Delivered to <br /> Dunkelberger ' s Laboratory (ASTM C 39) $ 13 . 00/cylinder <br /> III . ASPHALT TESTING <br /> A . Quantitative Extraction of Bitumen from Bituminous Paving <br /> Mixture (T164) $ 135 . 00/test <br /> B . Stability Tests (Hubbard Field or Marshall ) (3 pill set) $ 130 . 00/test <br /> C . Asphalt Thickness Determination (2 " or 4 " diameter) <br /> • Mobilization and Equipment Usage $ 115 . 00/day <br /> • Field Coring — technician time , portal -to -portal ; $ 55 . 00/hour/ <br /> usually requires two technicians ($ 55 /hour for 1 st $45 . 00/hour <br /> technician & $45 . 00/hour for 2nd) <br /> Note: May also require utility notification, which is billed at a <br /> Staff Engineer' s rate , and MOT (project specific requirement/costs) . <br /> This task will be quoted on a project-by-project basis . <br /> D . Specific Gravity of Asphalt cores for Density Determination (T166) $ 20 . 00/core <br /> 607 NW Commodity Cove, Port St. Lucie, Florida 34986 ® Phone (772) 343-9787 e Fax (772) 343-9404 <br /> Page 3 of 6 <br />
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