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2012-033
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2012-033
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Entry Properties
Last modified
12/15/2015 2:13:56 PM
Creation date
10/1/2015 4:07:11 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
02/21/2012
Control Number
2012-033
Agenda Item Number
8.E.4
Entity Name
KSM Engineering & Testing
Subject
Renewal Geotechnical Services Professional Agreement
Archived Roll/Disk#
112-R-0001
Supplemental fields
SmeadsoftID
10944
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KSM <br /> KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . <br /> MARTIN (772) 3374755 P. O. BOX 78_1377 , SEBASTIAN , FL 329781377 SEBASTIAN (772) 589-0712 <br /> PALM BEACH (561 ) 8454445 www. ksmongineering.net MELBOURNE (321 ) 76&8488 <br /> FAX (561 ) 845-8876 & Mail : KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 <br /> C .A. : 5693 FAX (772) 589=6469 <br /> FEE SCHEDULE <br /> Indian River County <br /> Professional Geotechnical Ser,u Q,es, A k� , <br /> 03 / 03 / 2012 - 03 / 02 / 2013 � 41 <br /> CONCRETE TESTING <br /> Concrete Test Cylinders ( 4 cylinders / Set ) Includes : <br /> Slump , Pick Up and Laboratory Work . . . . . . . . . . . . . . . . $ 85 . 00 / Set <br /> Technician Time Due to Construction Delays <br /> In Excess of 1 . 0 Hour Standby ( Per Set ) . . . . . . . . . . . . . . 40 . 00 hr <br /> . <br /> Continuous Monitoring of Concrete Placement= <br /> ( Inspections / Slumps ) If Requested 40 . 00 hr . <br /> Air Content . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . 15 . 00 ea . <br /> Unit Weight of Concrete 12 . 00 ea . <br /> Field Core ( minimum of 4 ) . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . 50 . 00 ea . <br /> Swiss Hammer Test ( Minimum of 3 per trip ) . . . . . . . . . . . . . . 35 . 00 ea . <br /> Mortar Cubes ( Set of 4 ) 85 . 00 / set <br /> SOIL TESTING <br /> Standard or Modified Proctor $ 75 . 00 ea . <br /> Field Density Test ( Minimum of 3 per visit ) . . . . . . . . . . . . 20 . 00 ea . <br /> Florida Bearing Value ( FBV ) ( Minimum of 3 samples ) . . . . . 25 . 00 ea . <br /> Limerock Bearing Ratio . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . 250 . 00 ea . <br /> Carbonate Test . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . 50 . 00 ea . <br /> Sieve Analysis ( Includes # 200 Sieve Washed ) . . . . . . . . . . . . 100 . 00 ea . <br /> # 200 Sieve ( Washed ) . . . . . . . . . . . . . . . . . . 50 <br />. 00 ea . <br /> Pick - Up Sample ( No Charge with Additional Site Testing ) 40 . 00 hr . <br /> D . E . P . Requirements for Beach Sand . . . . . . . . . . . . . . . . . . <br /> . . . 300 . 00 ea . <br /> SFWMD Percolation Test ( Including 14 ' Boring ) . . . . . . . . . . 300 . 00 ea . <br /> Shelby Tube ( Sandy Soils ) 100 . 00 ea . <br /> ASPHALT TESTING <br /> 2 " Cores For Thickness Determination . . . . . . . . . . . . . . . . . . $ 30 . <br /> 00 ea . <br /> Extraction & Gradation . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . 125 . 00 ea . <br /> Marshal_ 1 Limits . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . 125 . 00 ea . <br /> Pick - Up Sample ( No Charge with Additional Site Testing ) . 40 . 00 hr . <br /> Field Density Test ( Minimum of 3 per visit ) . . . . . . . . . . . . 20 . 00 ea . <br /> STANDARD PENETRATION TESTING <br /> Soil Borings 0 ' - 20 ' . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . $ 10 . 00 / ft . <br /> Soil Borings 20 ' - 4012 . 50 / ft . <br /> Soil Profiles - Hand Augers . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . 8 . 00 / ft . <br /> Static Cone Penetrometer Readings . . . . . . . . . . . . . . . . . . . . . 10 <br /> . 00 ea . <br /> Mobilization / Demobilization for SPT or Soil Profiles . . 125 . 00 ea . <br /> 1 <br /> Ronald G . Keller, P. E. : 37293 / SI Lic . No.: 860 / Julie E. Keller, P. E. : 68366 <br />
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