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T W I N I N G
<br />Task
<br />Code
<br />Concrete Tests (Field Made Specimens)___
<br />Rate
<br />20201
<br />6"x12'ar4"x8" Cylinder: Compression Strength
<br />$ 32 00
<br />(ASTM C39)
<br />20203
<br />Cagily of Structural Lightweight Concrete
<br />$ 7500
<br />Equilibrium or Oven Dry Method (ASTM C567)
<br />20205
<br />Core Compression Including Trimming (ASTM C42)
<br />$ 55.00
<br />20207
<br />6" x 6" x IS" Flexural Beams Not Exceeding
<br />$ 70DO
<br />Referenced Size (ASTM C78, C293 or CTM 523)
<br />20208
<br />6" x 6" x 30" Flexural Beams (CTM 523)
<br />$ 85.00
<br />20209
<br />Cylinders: Splitting Tensile Strength (ASTM C496)
<br />$ 8500
<br />20211
<br />Badulus of Elasticity Test (ASTM C469)
<br />$ 140.00
<br />80003
<br />Rapid Chloride Permeability Test, Cylinders or
<br />$ 450,00
<br />Cams (ASTM C1202)
<br />80006
<br />Density, Absorption, and Voids in Hardened
<br />$ 350.00
<br />Concrete (ASTM C842)
<br />40005
<br />Flexural Toughness (ASTM C1609, Formerly
<br />$ 700.00
<br />ASTM C1018)
<br />40009
<br />Coefficient of Thermal Expansion of Concrete
<br />$ 500.00
<br />(CRD 39, AASHTO T336)
<br />Task
<br />Code
<br />Concrete Specimen Preparation
<br />Rate
<br />20151
<br />Sawing of Specimens (Each)
<br />_
<br />$ 2500
<br />20157
<br />Coring of Specimens in Lab (Each)
<br />$ 25,00
<br />Task
<br />Laboratory Trial Batch: Concrete, Cement and
<br />Code
<br />Mortar
<br />Rate
<br />___
<br />3021]
<br />______
<br />Compression Tast Cylintlers Made and Tehtetl in
<br />_
<br />$ - 45.00
<br />Laboratory (ASTM C192, C35)
<br />30219
<br />6" x 6" x 18" Flexural Beams Made and Tested in
<br />5 85.00
<br />Laboratory (ASTM C192, C]e)
<br />30221
<br />6" x 6" x 30" Flexural Beams Made and Tested in
<br />S 9500
<br />Laboratory (ASTM C192, C293)
<br />30223
<br />Splitting Tensile Strength Cylinders Made and Tested
<br />$ 100.00
<br />In Laboratory (ASTM C192, C496)
<br />30225
<br />Modulus of Elasticity Test Cylinders Made and Tested in
<br />$ 156.00
<br />Laboratory( ASTM C192; C469)
<br />30227
<br />Density of Structural Lightweight Concrete Mode in the
<br />$ 86.00
<br />Laboratory, Equl mnrni or Oven Dry Method (ASTM
<br />CS6T)
<br />30201
<br />Laboratory Trial Batch (ASTM C192)
<br />$ 40000
<br />30203
<br />Laboratory Trial Batch: Packaged Dry Concrete
<br />$ 800.00
<br />Including Verification of Slump, Air Content, Plastic Unit
<br />Weight, Six Cylinders for Compressive Strength (ASTM
<br />C387 and C192)
<br />30205
<br />Drying Shrinkage Up to 28 Days'. Three 3" x 3" or
<br />5 400.00
<br />4" x 4" Bars, Five Readings up to 28 Dry Days
<br />(ASTM 015
<br />30230
<br />Additional Reading, Per Set of Three Bars
<br />$ 4500
<br />30231
<br />Storage over N lnety(90) Days, Per Set of
<br />$ 30.00
<br />Three Bars, Per Month
<br />30207
<br />Setting Time Up to ] Flours (ASTM C403)
<br />$ 125.00
<br />30209
<br />Bleeding (ASTM C232)
<br />$ 12500
<br />30229
<br />Concrete Restrained Expansion (ASTM Croo)
<br />$ 450D
<br />30211
<br />Mix, Make and Test M ortar or Grout Specimens for
<br />$ 400,00
<br />Compms3ive Strength'. Set of 6 (ASTM 0109, C942)
<br />20263
<br />NonAllGrout Height Change after Final
<br />S 40000
<br />Set (ASTM C1090)
<br />20265
<br />Non -Shrink Grout Height Change at Early
<br />$ 950,00
<br />Age (ASTM C82])
<br />30232
<br />Cracking Resistance, S at of Three Rings,
<br />$ 4,000.00
<br />LabOmtOry Trial Batching,'I'act Until Cracking or
<br />up to 28 Days (ASTM 1581)
<br />30233
<br />Evaluation of Pre -Packaged Masonry Mortars
<br />$ 1,100.00
<br />(ASTM C2]0)
<br />Task
<br />Chemical Analysis and Petrographic
<br />Code
<br />Examination of Concrete
<br />Rate
<br />8012U
<br />Chemical Analysis for Water Soluble Sulfates
<br />$ 1fi000
<br />(ASTM 0114) dooludde sample prep)
<br />Task Chemical Analysis and Petrographic
<br />Code
<br />Examination of Concrete, continued
<br />Rate
<br />a0126
<br />___
<br />Chemical Analysts for Water Soluble Chlontles
<br />$ 150.00
<br />(ASTM C1218) (includes sample prep)
<br />80123
<br />Chemical Analysis for Acid Soluble Chlorides
<br />$ 22000
<br />(ASTM C1152) (Includes sample prep)
<br />80193
<br />Chloride Diffusion Coefficient of Cementitious
<br />$ 2,000.00
<br />Mixtures by Bulk Diffusion (ASTM Cl556)
<br />80129
<br />Petrographic Examination of Hardened
<br />Quotation
<br />Concrete (ASTM 856)
<br />-
<br />Task
<br />Code
<br />and Chemical Analysis of Cement
<br />Rate
<br />80195
<br />_Physical
<br />Physical Testing and Chemical Analysis of Portland Cement Be, $ 1,00000
<br />Standard Requirements (ASTM C150)
<br />80100
<br />Chemical Analysis of Portland Cement per
<br />$ 550.00
<br />Standard Requirements (ASTM C150)
<br />80103
<br />Physical Testing of Portland Cement per
<br />$ 550.00
<br />Standard Requirements (ASTM C150)
<br />80194
<br />Physical Testing of Type K Cement, Mortar
<br />$ 50000
<br />Expansion (ASTM C006)
<br />80106
<br />Panlal Analysis or Specific Physical Tests
<br />Quotation
<br />80110
<br />Sulfates Resistance of Hydraulic
<br />Quotation
<br />Cement (ASTM C1012)
<br />Task
<br />Cotle
<br />Phi and Chemical Analysis of Ely Ash
<br />Rate
<br />80140
<br />______
<br />Chemical Analysis of Fly Ash per
<br />$ 55000
<br />Standard Requirements (ASTM C618)
<br />80143
<br />Physical Testing of Fly Ash per, Standard Requirements
<br />$ 530.00
<br />(ASTM C818)
<br />80146
<br />Partial Analysis or Spuriflc Physical Tests
<br />Quotation
<br />80147 Chemical Analysis and Physical Testing of Fly Ash per $ 1 00D.OD
<br />Standard Requirements (ASTM C1618)
<br />Task Physical Testing of Chemical Admixtures for
<br />Code Concrete Rate
<br />801 66 Quallfcatlonof Atlmxtureper ASTMC4g4 Quotation
<br />Task
<br />Code Soils and Aggregate Tests Rate
<br />30503 Abrasion: LA Rattler (ARTS C131) $ 185. DO
<br />30505
<br />Abrasion: LA Rattler (AS 'FM C535)
<br />$
<br />195.00
<br />70301
<br />Atterberg Llmlts/Placticlry Index (ASTM D4318, CTM204)
<br />$
<br />150.00
<br />70303
<br />California Bearing Ratio Excluding Maximum Density
<br />$
<br />550,00
<br />(ASTM D1803): Solt
<br />70304
<br />California Beading Ratio Excluding Maximum Density
<br />$
<br />650.00
<br />(ASTM D1883): CementTreatedSoil
<br />70305
<br />Chloride and Sulfate Content (CTM 417, CTM 422)
<br />$
<br />130 OD
<br />304D3
<br />Clay Lumps and Friable Particles (ASTM C142)
<br />$
<br />175,00
<br />30321
<br />Cleanness Value: l" x#4 (CTM 229)
<br />$
<br />175,00
<br />30322
<br />Cleanness Value'. L5" x,T5" (CTM 227)
<br />$
<br />27000
<br />70393
<br />Collapse Potentlalrk,dox (ASTM D5333)
<br />$
<br />175 DO
<br />70396
<br />Compressive Strength of Molded Soul -Cement
<br />$
<br />10500
<br />Cylinders (ASTM D1633)
<br />70309
<br />Consolidation Test Full Cycle (ASTM 2435, CTM 219)
<br />$
<br />19500
<br />70311
<br />Consolidation Pest Time Rate per Load Increment
<br />$
<br />4500
<br />(ASTM D2435, CTM 219)
<br />70313
<br />Corrosivity Series. Sulfate, Cl, U-I, Resistivity
<br />$
<br />24500
<br />(CTM 643, 417, and 422)
<br />70315
<br />Crushed/Fractured Peril (ASTM Dmi CTM 2D6)
<br />$
<br />17500
<br />70317
<br />Direct Shear Test Remolded a polar Residual
<br />$
<br />245,00
<br />(ASTM D3080)
<br />70319 Direct Shear TestUndisturbed- Slow [CD] CSTM D3080) $ 225.00
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