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AESCO -2016
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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)
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\Contracts / Agreements\A
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Schedule of Fees <br />Effective July I, 2015 <br />Schedule of Fees for Laboratory Services <br />Concrete Block. ASTM C140 Cost (per test) <br />C413 <br />Concrete Tests <br />Cost (per test) <br />C400 <br />6 x 12 Cylinder: Compression Strength (ASTM C39) ........................................... <br />$ <br />25 <br />0401 <br />6 x 6 x 18 Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293, or CTM <br />523) <br />$ <br />............................................................................................................................... <br />$ <br />80 <br />C402 <br />Cylinders: Splitting Tensile Strength (ASTM C496) ................................................. <br />$ <br />80 <br />C404 <br />Coring of Test Panels in Lab, each.......................................................................... <br />$ <br />25 <br />0405 <br />Diamond Sawing of Cores or Cylinders (ASTM C642) ............................................ <br />$ <br />25 <br />0406 <br />Density, Absorption, and Voids in Hardened Concrete (ASTM C642) .................... <br />$ <br />300 <br />C407 <br />Modulus of Elasticity Static Test (ASTM C469) ...................................................... <br />$ <br />125 <br />C408 <br />Unit Weight Including Lightweight Concrete......................................................... <br />$ <br />65 <br />C409 <br />Drying Shrinkage Up to 28 Days: Three 3 x 3 or 4 x 4 Bars, Five Readings up <br />$ <br />40 <br />M503 <br />to 28 Dry Days (ASTM C157).................................................................................. <br />$ <br />375 <br />0410 <br />Additional Reading, Per Set of Three Bars ............................................ <br />$ <br />45 <br />C411 <br />Storage OverNinety(90) Days, Per of Three -Bars; -Per Month .. <br />$ <br />35 - - — - ---- <br />Concrete Block. ASTM C140 Cost (per test) <br />C413 <br />Absorption/Moisture Content/Oven Dry Density (3 Required per ASTM), each <br />$ <br />80 <br />C414 <br />Linear/Volumetric Shrinkage (ASTM C426).....' ..........:........................................... <br />$ <br />90 <br />C415 <br />Web and Face Shell Measurements....................................................................... <br />$ <br />35 <br />C416Tension <br />Test......................................................................................I.................... <br />$ <br />150 <br />C418 <br />Shear Test of Masonry Cores: 2 Faces................................................................... <br />$ <br />70 <br />0419 <br />Efflorescence Test (3 Required), each.................................................................... <br />$ <br />35 <br />Laboratory Trial Batch: Cement Concrete. Grout and Mortar <br />Cost (per test) <br />L450 <br />All trial batch for cement, concrete, grout, mortar, etc ......................................... <br />$ <br />by quote <br />Brick Masonry Tests <br />Cost (per test) <br />M500 <br />Modulus of Rupture: Flexural (5 Required Per ASTM), each ................................. <br />$ <br />40 <br />M502 <br />Absorption: 5 Hour or 24 Hour (5 Required), each ................................................ <br />$ <br />40 <br />M503 <br />Absorption (Boil): 1, 2, ors Hours (5 Required), each ........................................... <br />$ <br />70 <br />M504 <br />Initial Rate of Absorption (5 Required), each ......................................................... <br />$ <br />30 <br />M505 <br />Efflorescence (5 Required), each........................................................................... <br />$ <br />75 <br />M507 <br />Shear Test on Brick Core: 2 Faces, each................................................................. <br />$ <br />70 <br />Page 2 of 5 <br />
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