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AESCO -2016
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Last modified
8/24/2017 4:59:55 PM
Creation date
7/22/2016 10:54:19 AM
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Template:
Contracts
Company Name
AESCO
Contract #
A-2016-111
Agency
PUBLIC WORKS
Council Approval Date
5/3/2016
Expiration Date
5/3/2018
Insurance Exp Date
4/28/2018
Destruction Year
2023
Document Relationships
AESCO
(Amended By)
Path:
\Contracts / Agreements\A
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Schedule of Fees <br />Effective July I, 2015 <br />N� <br />5627 <br />Sieve with Hydrometer: Sand to Clay (ASTM D422) .............................................. <br />$ <br />260 <br />5628 <br />Sieve Analysis including Wash (ASTM C136).......................................................... <br />$ <br />150 <br />5629 <br />Sieve Analysis Without Wash., ............ ......................... .......... .................... <br />$ <br />90 <br />5630 <br />Specific Gravity and Absorption: Coarse (ASTM C127, CTM 202) .......................... <br />$ <br />85 <br />5631 <br />Specific Gravity and Absorption: Fine(ASTM C128, CTM 207) ............................... <br />$ <br />150 <br />5632 <br />Swell/Settlement Potential: One Dimensional (ASTM D4546) ............— .............. <br />$ <br />155 <br />5633 <br />Unit Weight Coarse Aggregate............................................................................... <br />$ <br />70 <br />5634 <br />Unit Weight Fine Aggregate................................................................................... <br />$ <br />70 <br />5635 <br />Voids in Aggregate (ASTM C29)............................................................................. <br />$ <br />80 <br />5636 <br />Unconfined Compression (ASTM D2166, CTM 221) .................1............................ <br />$ <br />90 <br />5637 <br />LA Rattler................................................................................................................ <br />$ <br />185 <br />5638 <br />pH of soil................................................................................................................ <br />$ <br />25 <br />Asphalt Concrete Tests <br />Cost fuer test) <br />A650Asphalt <br />Core Density.............................................................................................. <br />$ <br />40 <br />A651_ <br />Extraction % AC bylgnitionOven (CTM 382.) ....._..---- ........ <br />$ <br />_145_ _ <br />A652 <br />Gradation on Extracted Soil (ASTM D6507 andD5444, CTM 202, and CTM 382) .. <br />$ <br />100 <br />A653 <br />Moisture Content (CTM 370)................................................................................. <br />$ <br />75 <br />A654 <br />Maximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309) ............... <br />$ <br />160 - <br />A655 <br />Specific Gravity and Absorption: Coarse (ASTM C127, CTM 206) .......................... <br />$ <br />90 <br />A656 <br />Specific Gravity and Absorption: Fine (ASTM C128, CTM 207) .............................. <br />$ <br />150 <br />A657 <br />Sieve Analysis (ASTM D5444 and C136)................................................................. <br />$ <br />85 <br />A658 <br />Sieve Analysis with Wash (ASTM D5444)............................................................... <br />$ <br />130 <br />A659 <br />Sand Equivalent (ASTM D2419)............................................................................. <br />$ <br />125 <br />Reinforcing Steel <br />Cost fuer test) <br />R700 <br />Bend Test: #11 or Smaller...................................................................................... <br />$ <br />55 <br />R701 <br />Bend Test: Larger Than 4 11.................................................................................. <br />$ <br />85 <br />R702 <br />Tensile Test: It 11 or Smaller................................................................................ <br />$ <br />75 <br />R703 <br />Tensile Test: # 14................................................................................................... <br />$ <br />105 <br />R704 <br />Tensile Test: # 18................................................................................................... <br />$ <br />170 <br />R705 <br />Slippage Test In Addition to Tensile Test (Per Caltrans 52-1.08C) ......................... <br />$ <br />180 <br />R706 <br />Tensile Test: Mechanical Splice # 11 and Smaller ................................................. <br />$ <br />110 <br />R707 <br />Tensile Test: Mechanical Splice # 14. ........................... ........................................ <br />$ <br />160 <br />R708 <br />Tensile Test: Mechanical Splice It 18 ................................................. ... <br />$ <br />195 <br />R709 <br />Tensile Test: Welded # 11 and Smaller............................................................... <br />$ <br />75 <br />R710 <br />Tensile Test: Welded # 14.............................................................................— ... <br />$ <br />105 <br />R711 <br />Tensile Test: Welded # 18.................................................................................. <br />$ <br />170 <br />R712 <br />Sample Straightening for Bend or Tensile Test (if required) .................................. <br />$ <br />50 <br />R713 <br />Elastic Modulus., ...................... ..... .................... ........ .......... - . .............. .... .. <br />$ <br />170 <br />Page 4 of 5 <br />
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