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<br />'•TWINING
<br />Task
<br />Concrete Tests (Field Made Specimens),
<br />Code
<br />Continued
<br />Rate
<br />40005
<br />Flexural Toughness (ASTM C1609. Formerly
<br />S
<br />840.00
<br />ASTM C10f 8)
<br />40007
<br />Flexural Toughness (ASTM C1550)
<br />S
<br />525.00
<br />40005
<br />Double Punch Strength of Fiber Reinforced Concrete
<br />S
<br />525.00
<br />40009
<br />Coefficient of Thermal Expansion of Concrete
<br />S
<br />630-00
<br />(CRD 39, AASHTOT336)
<br />40012
<br />Bulk Electrical Resistivity (ASTM C1876)
<br />S
<br />126.00
<br />Task
<br />Code
<br />Concrete Specimen Preparation
<br />Rate
<br />2D151
<br />Sawing of Specimens (Each)
<br />$
<br />42.00
<br />20157
<br />Caring of Specimens in Lab (Each)
<br />$
<br />42.00
<br />20159
<br />Grinding of Concrete Below 6000 psi Strength (Each)
<br />5
<br />63.00
<br />20160
<br />Grinding of Concrete 6000 psi Strength and Above (Each)
<br />$
<br />94.50
<br />Task
<br />Laboratory Trial Batch: Concrete, Cement
<br />Code
<br />and Mortar
<br />Rate
<br />30216
<br />Compression Test 4"x8" Cylinders Made and Tested in
<br />S
<br />52.50
<br />Laboratory (ASTM C192, C35)
<br />$
<br />-
<br />30217
<br />Compression Test 5"x12" Cylinders Made and Tested in
<br />$
<br />63-00
<br />Laboratory (ASTM 0192, C35)
<br />$
<br />-
<br />30219
<br />6" x 6" x 18" Flexural Beams Made and Tested in
<br />$
<br />105.00
<br />Laboratory (ASTM C 192, C78)
<br />$
<br />-
<br />30223
<br />Splitting Tensile Strength Cylinders Made and Tested
<br />$
<br />120,75
<br />in Laboratory (ASTM C192, C498)
<br />$
<br />-
<br />30225
<br />Modulus of Elasticity Test Cylinders Made and Tested in
<br />$
<br />299.25
<br />Laboratory (ASTM C192, C469)
<br />$
<br />-
<br />30227
<br />Density of Structural Lightweight Concrete Made in the
<br />$
<br />110.26
<br />Laboratory, Equilibrium or Oven Dry Method (ASTM C567)
<br />$
<br />-
<br />30237
<br />Bulk Electrical Resistivity (ASTM C1876)
<br />$
<br />147.00
<br />30201
<br />Laboratory Trial Batch (ASTM C192/Lab Procedure Performance)
<br />$
<br />551 25
<br />30203
<br />Concrete Mixture Design for Preconsruction Evaluation and
<br />$
<br />262.50
<br />Backup Data Development
<br />$
<br />-
<br />30205
<br />Drying Shrinkage Up to 28 Days: Three 3" x 3" or
<br />$
<br />525.00
<br />4" x 4" Bars, Frve Readings up to 28 Dry Days
<br />$
<br />-
<br />(ASTM C157)
<br />$
<br />-
<br />30230
<br />Additional Reading, Per Set of Three Bars
<br />$
<br />47.25
<br />30231
<br />Storage over Ninety (90) Days, Per Set of
<br />$
<br />31,50
<br />Three Bars, Per Month
<br />$
<br />-
<br />30207
<br />Setting Time Up to 7 Hours (ASTM C403)
<br />S
<br />189.00
<br />30209
<br />Bleeding (ASTM C232)
<br />$
<br />157,50
<br />30229
<br />Concrete Restrained Expansion (ASTM C678)
<br />$
<br />630.00
<br />30211
<br />Mix, Make and Test Mortar or Grout Specimens for
<br />$
<br />577.50
<br />Compressive Strength: Set of 6 (ASTM C878)
<br />S
<br />-
<br />20253
<br />Non -Shrink Grout: Height Change after Final
<br />S
<br />577.50
<br />Set(ASTM C1090)
<br />S
<br />-
<br />20265
<br />Non -Shrink Grout: Height Change at Early
<br />$
<br />84000
<br />Age (ASTM C827)
<br />$
<br />-
<br />30232
<br />Cracking Resistance. Set of Three Rings,
<br />$ 5,775.00
<br />Laboratory Trial Batching, Test Until Cracking or
<br />S
<br />-
<br />up to 28 Days (ASTM 1581)
<br />$
<br />-
<br />30233
<br />Evaluation of Pre -Packaged Masonry Mortars
<br />$ 1,207.50
<br />(ASTM C270)
<br />$
<br />-
<br />30234
<br />Creep (ASTM C512) (One Age of Loading, 12 Months
<br />S 8,400.00
<br />Duration of Testing)
<br />Task Chemical Analysis and Petrographic
<br />Code
<br />Examination of Concrete
<br />Rate
<br />60123
<br />Chemical Analysis for Acid Soluble Chlorides
<br />$ 152.25
<br />(ASTM C1152) (includes sample prep)
<br />80126
<br />Chemical Analysis for Water Soluble Chlorides
<br />S 176.50
<br />(ASTM C1218) (includes sample prep)
<br />80193
<br />Chloride Diffusion Coefficient of Cementitious
<br />$ 2,730.D0
<br />Mixtures by Bulk Diffusion (ASTM C1556)
<br />80129
<br />Petrographic Examination of Hardened Concrete, Level II
<br />(ASTM 856) (Comprehensive)
<br />Each. One Sample
<br />$ 2.520.00
<br />Each. Two or More Samples
<br />$ 2,205.00
<br />Task
<br />Code
<br />Physical and Chemical Analysis of Cement
<br />Rate
<br />80195
<br />Physical Testing and Chemical Analysis of Portland
<br />$ 1.365.00
<br />Cement per Standard Requirements (ASTM C150)
<br />80100
<br />Chemical Analysis of Portland Cement per
<br />$ 708.75
<br />Standard Requirements (ASTM C150)
<br />80103
<br />Physical Testing of Portland Cement per
<br />$ 708.75
<br />Standard Requirements (ASTM Ct50)
<br />Task
<br />Code
<br />Physical and Chemical Analysis of Cement, Continued
<br />Rate
<br />80194
<br />Physical Testing of Type K Cement, Mortar
<br />$ 708.75
<br />Expansion (ASTM C806)
<br />80106
<br />Partial Analysis or Specific Physical Tests
<br />Quotation
<br />80110
<br />Sulfates Resistance of Hydraulic
<br />$ 2.835.00
<br />Cement (ASTM C1012). 6 months
<br />80111
<br />Sulfates Resistance of Hydraulic
<br />S 3,150.00
<br />Cement (ASTM C1012), 12 months
<br />Task
<br />Code
<br />Physical and Chemical Analysis of Fly Ash
<br />Rate
<br />80140
<br />Chemical Analysis of Fly Ash per $
<br />708.75
<br />Standard Requirements (ASTM C618)
<br />80143
<br />Physical Testing of Fly Ash per Standard Requirements S
<br />708.75
<br />(ASTM C618)
<br />80146
<br />Partial Analysis or Specific Physical Tests
<br />Quotation
<br />80147
<br />Chemical Analysis and Physical Testing of Fly Ash per $
<br />1,365.00
<br />Standard Requirements (ASTM C1618)
<br />Task Physical Testing of Chemical Admixtures for
<br />Code Concrete Rate
<br />80196 Qualification of Admixture per ASTM C494 Quotation
<br />Task
<br />Code
<br />Soils and Aggregate Tests
<br />Rate
<br />30503
<br />Abrasion: LA Rattler (ASTM C131)
<br />$
<br />210.00
<br />30505
<br />Abrasion: LA Rattler (ASTM C535)
<br />S
<br />220.50
<br />70301
<br />Atterberg Limits/Plastictty Index (ASTM D4318, CTM 204)
<br />$
<br />168.00
<br />70303
<br />California Bearing Ratio Excluding Maximum Density
<br />$
<br />577.50
<br />(ASTM D1883): Soil
<br />70304
<br />California Bearing Ratio Excluding Maximum Density
<br />S
<br />682.50
<br />(ASTM D181% Cement -Treated Soil
<br />70344
<br />Cement -Treated SoillBase Mix Design: includes three trial
<br />$
<br />3.675.00
<br />cement contents with three unconfined compressive strength
<br />specimens per cement content
<br />71
<br />Chloride and Sulfate Content (CTM 417, CTM 422)
<br />S
<br />183,75
<br />30403
<br />Clay Lumps and Friable Particles (ASTM C142)
<br />$
<br />210.00
<br />30321
<br />Cleanness Value: 1" x #4 (CTM 227)
<br />$
<br />183.75
<br />30322
<br />Cleanness Value: 1.5" x .75" (CTM 227)
<br />$
<br />288.75
<br />70393
<br />Collapse Potential/Index (ASTM D5333)
<br />S
<br />235.25
<br />70396
<br />Compressive Strength of Molded Soil -Cement
<br />$
<br />110,25
<br />Cylinders (ASTM D1633)
<br />70309
<br />Consolidation Test: Full Cycle (ASTM 2435, CTM 219)
<br />$
<br />204.75
<br />70311
<br />Consolidation Test Time Rate per Load Increment
<br />$
<br />47.25
<br />(ASTM D2435, CTM 219)
<br />70313
<br />Corrosivity Series: Sulfate, Cl, pH, Resistivity
<br />$
<br />257.25
<br />(CTM 643, 417, and 422)
<br />70315
<br />Crushed/Fractured Particles (ASTM D5821, CTM 205)
<br />$
<br />183.75
<br />70317
<br />Direct Shear Test: Remolded and/or Residual
<br />$
<br />257.25
<br />(ASTM D3080)
<br />70319
<br />Direct Shear Test: Undisturbed - Slow (CD] (ASTM D3080)
<br />$
<br />235.25
<br />70321
<br />Direct Shear Test- Undisturbed - Fast [CU) (ASTM D3080)
<br />$
<br />204.75
<br />70378
<br />Durability Index: Per Method - A.B.C. or D
<br />S
<br />220.50
<br />(ASTM D3744. CTM 229)
<br />70325
<br />Expansion Index (ASTM D4829, UBC 18-2)
<br />S
<br />178.50
<br />75004
<br />Fine Aggregate Angularity
<br />$
<br />199.50
<br />(ASTM C1252, CTM 234, AASHTO T304)
<br />30507
<br />Flat and Elongated Particle (ASTM D4791)
<br />$
<br />252.00
<br />30508
<br />Flat or Elongated Particle (ASTM D4791)
<br />S
<br />220.50
<br />70331
<br />Maximum Density: Methods AIBlC
<br />$
<br />199.50
<br />(ASTM D1557,Di CTM 216)
<br />70333
<br />Maximum Density: Check Point (ASTM D1557, D698)
<br />$
<br />6B.25
<br />70335
<br />Maximum Density: AASHTO C [Modified]
<br />$
<br />204.75
<br />(AASHTO T-180)
<br />70336
<br />Maximum index Density: Vibratory Table (ASTM D4253)
<br />$
<br />362.25
<br />70337
<br />Moisture Content (ASTM D2216, CTM 226)
<br />$
<br />25.25
<br />70339
<br />Moisture and Density: Ring Sample (ASTM D2937)
<br />$
<br />31.50
<br />70341
<br />Moisture and Density: Shelby Tube Sample
<br />$
<br />42.00
<br />(ASTM D2937)
<br />70340
<br />Moisture -Density Relations of Sail -Cement
<br />$
<br />288.75
<br />Mixtures Premixed in the Field (ASTM D558)
<br />70342
<br />Moisture -Density Relations of Soil -Cement Mixtures
<br />$
<br />367.50
<br />Mixed in the Lab (ASTM D558)
<br />30401
<br />Organic Impurities (ASTM C40. CTM 213)
<br />$
<br />94.50
<br />70343
<br />Permeability (ASTM D5084)
<br />Quotation
<br />80001
<br />Potential Reactivity: Chemical Method (ASTM C289 -
<br />S
<br />656.25
<br />Discontinued Method)
<br />70394
<br />Potential Reactivity: Mortar Bar Expansion Method,
<br />$
<br />892.50
<br />14-Day Exposure (ASTM C1260)
<br />
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