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Task
<br />Code
<br />Soils and Aggregate Tests, Continued
<br />Rate
<br />70391
<br />Potential Reactivity: Mortar Bar Expansion Method,
<br />$ 945.00
<br />28-Day Exposure (ASTM C1250)
<br />70398
<br />Potential Reactivity: Concrete Bar Expansion
<br />S 2,835.00
<br />Method (ASTM C1293), 12 month
<br />70399
<br />Potenflai Reactivity: Concrete Bar Expansion
<br />S 3.045.00
<br />Method (ASTM C1293), 24 month
<br />70397
<br />Potential Reactivity of Aggregate Combination, non-standard
<br />$ 1,050.00
<br />method: 14-Day Exposure, Mortar (after ASTM C1567)
<br />70392
<br />Potential Reactivity of Aggregate Combination, non-standard
<br />S 1,102.50
<br />method; 28-Day Exposure, Mortar (after ASTM C1567)
<br />70345
<br />R-Value: Soil (ASTM 2844, CTM 301)
<br />$ 462,00
<br />70347
<br />R-Value: Aggregate Base (ASTM D2844, CTM 301)
<br />$ 514.50
<br />70349
<br />Sand Equivalent (ASTM D2419. CTM 217)
<br />$ 131.25
<br />70351
<br />Sieve #2W Wash Only (ASTM 01140, CTM 202)
<br />$ 94,50
<br />70353
<br />Sieve with Hydrometer: 314" Gravel to Clay (ASTM 0422.
<br />$ 262.50
<br />D7928, CTM 203)
<br />70355
<br />Sieve with Hydrometer. Sand to Clay (ASTM 0422,
<br />S 252.00
<br />D7928, CTM 2031
<br />70357
<br />Sieve Analysis Including Wash (ASTM C136, CTM 202)
<br />S 157.50
<br />70359
<br />Sieve Analysis Without Wash (ASTM C136, CTM 202)
<br />S 125.00
<br />70360
<br />Sieve Analysis: Split Sieve (ASTM C136. CTM 202)
<br />$ 252.00
<br />70361
<br />Sieve Analysis Without Wash: With Cobbles
<br />$ 246.75
<br />(ASTM C136. CTM 202)
<br />70363
<br />Soundness: Sodium or Magnesium Sulfate.
<br />$ 47250
<br />5 Cycles (ASTM C88)
<br />70365
<br />Specific Gravity and Absorption: Coarse
<br />$ 105.00
<br />(ASTM C127, CTM 206)
<br />70367
<br />Specific Gravity and Absorption: Fine
<br />$ 17325
<br />(ASTM C128, CTM 207)
<br />70369
<br />SwelllSettlement Potential: One Dimensional
<br />$ 157.50
<br />(ASTM D4546)
<br />70371
<br />Triaxial
<br />Quotation
<br />70373
<br />Unconfined Compression (ASTM D2166, CTM 221)
<br />$ 199.50
<br />30317
<br />Unit Weight Per Cubic Foot (ASTM C29, CTM 212)
<br />$ 131.25
<br />30319
<br />Voids in Aggregate with Known Specific Gravity
<br />$ 131.25
<br />(ASTM C29, CTM 212)
<br />30411
<br />Lightweight Pariil Coarse, with Two Solutions (ASTM C123)
<br />$ 430.50
<br />30412
<br />Lightweight Particles: Fine, with One Solution (ASTM C123)
<br />S 215.25
<br />Task
<br />Code
<br />Asphalt Concrete Tests
<br />Rate
<br />75031
<br />HMA Mixing and Preparation
<br />$ 131.25
<br />75032
<br />HMA Mixing and Preparation with Aggregate Treatment
<br />$ 183.75
<br />75033
<br />Bulk Specific Gravity of Compacted Sample or
<br />$ 57.75
<br />Core: SSD (ASTM D2726, CTM 308C)
<br />75036
<br />Bulk Specific Gravity of Compacted Sample or
<br />$ 84.00
<br />Core: Parafin Coated (ASTM D1188 and CTM 308A)
<br />75040
<br />Emulsion Residue, Evaporation (ASTM 0244)
<br />$ 168.00
<br />75024
<br />Extraction' % Bitumen (ASTM 06307, CTM 382)
<br />$ 168.00
<br />75027
<br />Extraction: % Bitumen and Gradation
<br />$ 225.75
<br />(ASTM D5444, D6307, CTM 202. 382)
<br />75028
<br />Extraction: % Bitumen, Correction Factor
<br />S 367.5D
<br />(ASTM D6307, CTM 382)
<br />75030
<br />Chemical Extraction: % Bitumen and Sieve Analysis
<br />$ 257,25
<br />(ASTM D2172 Method A or B. ASTM D5444)
<br />75D42
<br />Lab Tested Maximum Density: Hveem. 3 briquettes
<br />$ 225.75
<br />(ASTM D1561, 01188, CTM 304,308)
<br />75057
<br />Hveem Stabilometer Test, Premixed, 3 briquettes
<br />S 225,75
<br />(ASTM D1560, D1561, CTM 304, 366)
<br />75048
<br />Lab Tested Maximum Density: Marshall.
<br />$ 220.50
<br />3 briquettes (ASTM D6926, D2726)
<br />75049
<br />Lab Tested Maximum Density: Marshall
<br />S 225.75
<br />6" Specimen, 3 briquettes (ASTM D5581, D2726)
<br />75050
<br />Lab Tested Maximum Density: Superpave Gyratory
<br />S 84.00
<br />Compacted Briquette, SSD, 1 briquette
<br />(ASTM 06925, D2726)
<br />75052
<br />Lab Tested Maximum Density: Superpave Gyratory
<br />S 94,50
<br />Compacted Briquette. Parafin, 1 briquette
<br />(ASTM D1188, D6925)
<br />75051
<br />Maximum Theoretical Specific Gravity [RICEI
<br />$ 168,00
<br />(ASTM D2041, CTM 309)
<br />75065
<br />Marshall Stability and Flow, Cored Sample, each
<br />S 84.00
<br />(ASTM D6927)
<br />75069
<br />Marshall Stability and Flow, Premixed, 3 briquettes
<br />S 241.50
<br />(ASTM D6926, 06927)
<br />75106
<br />Marshall Stability and Flow, Gyratory Compacted
<br />$ 241.50
<br />Specimen Pre -Mixed. 3 briquettes
<br />(ASTM D5581, D6925)
<br />Task
<br />Code
<br />Asphalt Concrete Tests, Continued
<br />Rate
<br />75107
<br />Marshall Stability and Flow 6" Specimen, Premixed,
<br />$
<br />241.50
<br />3 briquettes (ASTM 05581)
<br />75063
<br />Moisture Content (CTM 370)
<br />S
<br />09,25
<br />75005
<br />Wet Track Abrasion Test (ASTM 03910)
<br />S
<br />173.25
<br />75093
<br />Hveem Mix Design (Excluding Aggregate Quality Tests)
<br />$
<br />5,460.00
<br />75096
<br />Hveem Mix Design, with RAP (Excluding Aggregate
<br />$
<br />5.645.00
<br />Quality Tests, RAP Qualification)
<br />75099
<br />Hveem Mix Design. with Lime (Excluding Aggregate
<br />$
<br />6.300.00
<br />Quality Tests)
<br />75094
<br />Hveem Mix Design Caltrans Untreated Mix
<br />$
<br />6,510.00
<br />(Including Aggregate Quality Tests)
<br />75095
<br />Hveem Mix Design Caltrans Lime Treated Mix
<br />$
<br />7.560.00
<br />(Including Aggregate Quality Tests)
<br />75084
<br />Marshall Mix Design (Excluding Aggregate Quality Tests)
<br />$
<br />5,460.00
<br />75087
<br />Marshall Mix Design with RAP (Excluding Aggregate
<br />$
<br />5,927,25
<br />Quality Tests)
<br />75090
<br />Marshall Mix Design with Lime (Excluding Aggregate
<br />$
<br />6,510.00
<br />Quality Tests)
<br />75083
<br />Open Grade Asphalt Concrete Mix Design
<br />$
<br />3,150,00
<br />(ASTM D7064, CTM 368)
<br />75109
<br />Superpave Mbc Design (Excluding Aggregate Quality Tests)
<br />$
<br />11,130.00
<br />75113
<br />Superpave Mbr Design, with RAP
<br />$
<br />11,760.00
<br />(Excluding Aggregate Quality Tests)
<br />75114
<br />Superpave Mix Design, with Rubber
<br />$
<br />11,760.00
<br />(Excluding Aggregate Quality Tests)
<br />75115
<br />Superpave Mix Design, with Additives
<br />$
<br />12.075.00
<br />(Excluding Aggregate Quality Tests)
<br />75075
<br />Effect of Moisture on Asphalt Paving Mixtures. Pre -Mixed
<br />$
<br />1.050.00
<br />(ASTM D4867, AASHTO T283)
<br />15111
<br />Hamburg Wheel Track Test, 20.000 passes, 4 briquettes
<br />$
<br />1,155.00
<br />(AASHTO T324)
<br />75039
<br />Raveling Test of Cold Mixed Emulsified Asphalt
<br />$
<br />210.00
<br />(ASTM D7196)
<br />75067
<br />Marshall Stability, wet set 3 replicates (AASHTO T245)
<br />$
<br />367.50
<br />75065
<br />Marshall Stability, dry set, 3 replicates (AASHTO T245)
<br />$
<br />315.00
<br />75070
<br />Cold Recycled Asphalt Mix Design: 2 gradings each.
<br />$
<br />11,025.01)
<br />3 emulsion content (Caltrans LP-8)
<br />Task
<br />Code
<br />Brick Masonry Tests, ASTM C67
<br />Rate
<br />20301
<br />Modulus of Rupture: Flexural
<br />$
<br />99.75
<br />20303
<br />Compression Strength
<br />$
<br />63.00
<br />20305
<br />Absorption: 5 Hour or 24 Hour
<br />$
<br />68.25
<br />20307
<br />Absorption (Boil): 1. 2 or 5 Hours
<br />$
<br />90.75
<br />20309
<br />Initial Rate of Absorption
<br />$
<br />57.75
<br />20311
<br />Efflorescence
<br />$
<br />78.75
<br />20313
<br />Cores: Compression
<br />$
<br />73.50
<br />2D315
<br />Shear Test on Brick Cores: 2 Faces
<br />$
<br />99.75
<br />Task
<br />Code
<br />Concrete Block, ASTM C140
<br />Rate
<br />20321
<br />Compression
<br />'
<br />20323
<br />Absorpt onlMotsture ConlentfOven Dry Density
<br />$
<br />94.50
<br />20327
<br />Linear Shrinkage (ASTM C426)
<br />$
<br />262.50
<br />20335
<br />Web and Face Shell Measurements
<br />S
<br />52.50
<br />20329
<br />Tension Test
<br />$
<br />168.00
<br />20331
<br />Core Compression
<br />$
<br />73.50
<br />20333
<br />Shear Test of Masonry Cores: 2 Faces
<br />$
<br />99.75
<br />20339
<br />Efflorescence Tests
<br />$
<br />78.75
<br />Task
<br />Code
<br />Masonry Prisms, ASTM C1314
<br />Rate
<br />20341
<br />Compression Test: Composite Masonry
<br />$
<br />199.50
<br />Prisms Up To 8" x 16"
<br />$
<br />-
<br />20343
<br />Compression Test: Composite Masonry
<br />$
<br />262.50
<br />Prisms Larger Than 8" x 16"
<br />$
<br />-
<br />20346
<br />Prism Cord Modulus of Elasticity
<br />$
<br />567.00
<br />20347
<br />Prism Cord Modulus of Elasticity with Transverse
<br />$
<br />698.25
<br />Strain (for double-wythe specimen)
<br />Task
<br />Code
<br />Mortar and Grout
<br />Rate
<br />20351
<br />Compression: 2" x 4" Mortar Cylinders (ASTM C780)
<br />$
<br />57.75
<br />20353
<br />Compression: 3" x 3" x 6" Grout Prisms,
<br />$
<br />42.00
<br />Includes Trimming (ASTM C10f 9)
<br />$
<br />20355
<br />Compression: 2" Cubes (ASTM C109)
<br />$
<br />57.75
<br />20357
<br />Compression: Cores Includes Trimming (ASTM C42)
<br />S
<br />78,75
<br />
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