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DMJM/HARRIS 1 -2001
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DMJM/HARRIS 1 -2001
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Last modified
1/3/2012 3:04:51 PM
Creation date
11/6/2003 3:35:31 PM
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Template:
Contracts
Company Name
DMJM / Harris, dba Holmes & Narver, Inc.
Contract #
A-2001-170A
Agency
Public Works
Council Approval Date
8/20/2001
Insurance Exp Date
4/1/2006
Notes
Amended by A-2003-199, A-2003-199-01, A-2004-252 and A-2001-170A-04
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CITY OF SANTA ANA <br /> <br /> 200t PROFESSIONAL FEE SCHEDULE <br /> <br /> GEOTECHNICAL SERVICES (Cont'd) <br />ENGINEERING EQUIPMENT <br /> <br />Vehicle Usage ..................................................... $ 7 per hour <br />Tiltrnater, Inclinometer Units .................................. 75 per d~y <br />Nuclear Soil Gauge ............................................... 75 per day <br />Water Level Sounder ............................................ 50 per day <br />Portable Generator ................................................ 50 per day <br />Other Monitoring Equipment ........................... Upon Request <br /> <br />LABORATORY CHARGES (Tests) <br />Moisture Content ........................................................... $10 <br />Moisture and Density (Ring Samples) ............................... 18 <br />Moisture and Density (Shelby Tube) ................................. 45 <br />Maximum Dry Density (Optimum Moisture Content) ......... 140 <br />Maximum Density Checkpoint ...........................................60 <br />Moisture and Density (Chunk Samples) ............................ 50 <br />Specific Gravity - Fine Aggregate ..................................... 65 <br />Specific Gravity - Coarse Aggregate ................................. 60 <br />Sieve Analysis ................................................................... 55 <br />Hydrometer Analysis ......................................................... 80 <br />Sieve and Hydrometer Analysis ........................................125 <br />Percent Passing No. 200 Sieve ........................................40 <br />Liquid Limit and Plastic Index ............................................ 90 <br />Liquid Lima- Non Plastic (1pt) .......................................... 65 <br />Sand Equivalent ................................................................ 65 <br />Expansion Index ................................................................ 105 <br />Direct Shear (Undisturbed) ................................................ 150 <br />Direct Shear (Remolded) ................................................... 175 <br />Direct Shear (Remolded or Undisturbed, Slow) ................ 235 <br />Single Point Shear ............................................................ 70 <br />Torsional Shear ................................................................. 350 <br />Consolidation (w/o Time-Rate) ..................................... 150 <br />Collapse Test .................................................................... 80 <br />W/Time Rate, Add (per increment): .............................. 35 <br />W/Extra Load, Add (per load): ...................................... 30 <br />R-Value (Untreated or Treated) ......................................... 195 <br />CBR (Untreated) Per Point ................................................ 150 <br />Sulfate Content (CA - 417 - A) ......................................... 25 <br />Sulfate Content (Gravimetric) ............................................ 50 <br />pH ...................................................................................... 30 <br />pH and Resistivity ............................................................. 100 <br />Chloride Content ............................................................... 50 <br />Corrosion Suite: <br /> (includes pH, Chloride, Minimum Resistivity, Sulfate)... 170 <br />Con~ete Compressive Strength ....................................... 16 <br />CALTRANS 216 ................................................................ 145 <br /> <br />Engine~ ~s~ and <br />Land~c~a~ing S~e~v~,~ces <br /> <br />MU01-559 <br /> <br /> <br />
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