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Task
<br />Ccde____Soils
<br />and Aggregate Tests, capital
<br />Rate
<br />70521
<br />___
<br />6rta-i Shear Toai'. Undumurfed-Fa,fi CU)'
<br />_
<br />$ IP5.00
<br />bASTM 03080)
<br />70378
<br />Curability Index: Per Method - A, B,C, of
<br />$ 210,00
<br />(CTM 229, ASTM 03744)
<br />70325
<br />Expansion Index (ASTM D4029, LIBC 1i
<br />$ 160,00
<br />75004
<br />Fine Aggregate Angularity,
<br />$ 185.00
<br />(AASHTO TFmi ASTM C1252, CTM 234)
<br />30507
<br />Flat and Elongated Particle (ASTM D4701)
<br />$ 225.00
<br />30508
<br />Flat or Elongated Particle(ASTM 04791)
<br />$ 190.00
<br />70331
<br />Mummum Dmretty. Methods AtWC
<br />$ i8O00
<br />(ASTM 01557, Dryat, CTM 216)
<br />70333
<br />Maximum Comedy: Check Point
<br />$ 65,00
<br />(ASTM D1557, Ready
<br />70335
<br />Maximum Density: AASHTO C [Modified)
<br />$ 195,00
<br />(AASHTO T-180)
<br />70337
<br />Moisture Content (ASTM D2216,CTM 226)
<br />$ 25D0
<br />70339
<br />Moisture and Density Ring Sample (ASTM D2937)
<br />$ 30.00
<br />70341
<br />Moral and penalty, Sheer Tube Sample
<br />9 60-00
<br />(ASTM 02939)
<br />70340
<br />Moislure-Density Relations of Sed-Cement
<br />S 22500
<br />Mixtures Premixed In the Field (ASTM Rest)
<br />70342
<br />Moisture -Density Relations of Sail -Cement better as
<br />S 295.00
<br />Mixed in the Lab (ASTM D55s)
<br />30401
<br />Organic impunt(es(ASTM C40,CTM 213i
<br />$ 90.00
<br />70343
<br />Forrestal y.STM D50W}
<br />$ 250.00
<br />a00er
<br />Patti Reactivity: Chemical Method (AS I M C269)
<br />$ 47500
<br />70394
<br />Potential Reactivity: Mortar Bar Expansion Method,
<br />$ 700,00
<br />14-Day Exposure (ASTM C1260)
<br />70398
<br />Potential Reactivity Concrete Bar Expansion,
<br />$ 2,40000
<br />Method (ASIM C1293), 12 month
<br />70399
<br />Potential Relativity: Connote Bar Ezimnalon,
<br />$ 2,631
<br />Method IASTM C1298), 24 month
<br />73307
<br />Potential Reactivity of Aggregate Combination,
<br />$ Sal
<br />14-Day Exposure, Momer (ASTM C1 fal
<br />70345
<br />R-Value'. Soil (ASTM 2844, CTM 3D1)
<br />$ 325.00
<br />70347
<br />R-Value. Aggregate Base (ASTM D2844, CTM 301)
<br />$ 355.00
<br />70349
<br />Sand Eel (ASTM D2419, CTM 217)
<br />A 12500
<br />70351
<br />Sieve #200 Wool, Cnly (ASTM D1140, CTM 202)
<br />$ 90,00
<br />70353
<br />Some with Hyearreter. W4"Gravel to Clay
<br />$ 22500
<br />{ASTM DAL^.., CTM 203)
<br />70355
<br />Sieve wish Hk*lnometer- Bard to Clay
<br />$ 215 ad
<br />(ASTM 0422, CI "M BOO)
<br />70357
<br />Sieve Analysis Including Wash
<br />S 140.00
<br />(ASTM C136, CTM 202)
<br />70359
<br />Steve Analysis Without Wash (ASTM 0136, CTM 202)
<br />S 105.00
<br />70360
<br />Sieve Analysle: Split Sieve (ASTM C130, CiM202)
<br />S 21500
<br />70361
<br />SeveAnffiy=M Wehoui Wash: BVkh Cobhtes
<br />$ 210,00
<br />(,45TM C135. CTM 202)
<br />70363
<br />Soundness Sor6urn of M-aenesear Sellers,
<br />s 40000
<br />5 Cycles (AS IM CAP)
<br />70365
<br />Specific Gravity and Absorption Coarse
<br />$ 1DOSD
<br />(ASTM C127, Cl'M 206)
<br />70367
<br />Specific Gravity cold Absorption Find
<br />$ 16500
<br />(ASTM C128, CTM 207)
<br />RD69
<br />Swelllfiettlemonl Potential: One Dinam oval
<br />$ 105,00
<br />(ASTM D454Ei)
<br />N371
<br />Trlaxiet
<br />Quate9dn
<br />70373
<br />Unconfined Compicavese (ASTM DRIPS, A Ihe 221)
<br />$ 135-00
<br />30317
<br />Unit Weight Per Cubic Foot (ASTM CAR, CTM 212)
<br />$ BODO
<br />30319
<br />Voids in A90regate with Known Specific Gravity
<br />$ 8D.00
<br />(ASTM C29, CIM 212)
<br />Task
<br />Code
<br />Asphalt Concrete Tests
<br />Rate
<br />7501
<br />Bulk Specific Gravity of Comesead Sample a
<br />$ 45.M
<br />Cora SSD fiCTM 308C and ASTM 0272M
<br />75036
<br />Buie Specific G[avi Compacted Sample or
<br />$ Rl
<br />Cone: Parafin Coated (CTM 308A and ASTM D1188)
<br />75040
<br />Emulsion Residue, Evaporation (ASTM D244)
<br />$ 150.00
<br />75024
<br />Extraction'. so Diffuse (CTM 382, ASTM D6307)
<br />$ 155.00
<br />75027
<br />Extraction'. %Bitumen and Gr dafon (CTM 362,
<br />$ 200.00
<br />CTM 202, ASTM D630T, ASTM D5444)
<br />75028
<br />Extraction' su Bitamen, Corroctlon Factor
<br />a 32.5.00
<br />(CTM 382, AST M 06307)
<br />7SD30
<br />Chemerat Extraction .% Brouren end Stove Analya-s
<br />$ 245SO
<br />(ABTM D2172 Method Aor9, ASTM 05444)
<br />75042
<br />Lab Tested Maximum Density Hveem, 3 bnyuettes
<br />$ 200,00
<br />(CTM 304, CTM 300, ASTM D1561, AS NO D1108)
<br />75054
<br />Hveem Stabilometar Test with Mixing, 3 briquettes
<br />$ 325,00
<br />(CTM 304, CTM'age, ASTM D1560, ASTM D1561)
<br />75057
<br />Hveem Stabilcmaten Test, Premixed, 3 briquettes
<br />$ 200,00
<br />(CTM 304, CI 366, ASTM D1550, ASTM IS 56 p
<br />75048
<br />Lab Tested Maximum Density. Marshall,
<br />$ 200,00
<br />3 buqueiles (ASTM D6926,ASTM D2726)
<br />a5049
<br />Lab Tested Magnum Ferrari Postal
<br />$ 215.00
<br />6 S,emseene 3 royal (ASTM D5581,
<br />ASTM 02726)
<br />75050
<br />Lab Tested Maximum Density, Superpave namely
<br />$ 75.00
<br />Compacted Briquette, SSD, 1 briquette
<br />(ASTM D6925, ASTM D2726)
<br />75052
<br />Lab Tested Maximum Density. Superpave Gyratory
<br />$ 0500
<br />Compacted Briquette, Parafin, 1 briquette
<br />(ASTM D6025, ASTM D1188)
<br />75051
<br />Maximum -Theoretical Specific Gravity [RICE)
<br />$ ISO U0
<br />{CTM 309, A>•IAs D2041)
<br />75099
<br />Momarml SUbl and Pitiw, Cored Sample, each
<br />$ 75,00
<br />{ASTM DR9271
<br />75069
<br />Marshall SlabllilY and How, Premixed, 3 briquettes
<br />$ 200.00
<br />(ASTM LINQl3, ASTM D6927)
<br />75072
<br />Marshall Stability and Flow, with Mixing, 3 briquettes
<br />$ 32500
<br />(ASTM D0926,ASTM D6927)
<br />75106
<br />Marshall Stability and Flow, Gyratory Compacted
<br />$ 225,00
<br />Specimen Pre -Mixed, 3 briquettes
<br />(ASTM 06925, ASTM D5561)
<br />75107
<br />Manuel Sal son Flow 6" Spec it era Prem#etl,
<br />$ 213.00
<br />3 Rummell (ASTM DSE61}
<br />75063
<br />Measure Coi Fact (CTM 370)
<br />$ U500
<br />750r5
<br />Wet Tack Abrasion Test (ASTM D3910)
<br />$ 150.00
<br />75093
<br />Hveem Mix Desire, (Excluding An compete (fic.lity Tests)
<br />$ Redone
<br />75096
<br />Hveem Mix Deign, with RAP (Excluding Antenna,
<br />$ 3,300.00
<br />Quality Tests, RAP Qualification)
<br />75099
<br />Hveem Mix Oeaign, with Lime (Excluding Aggregate
<br />$ 3,550.00
<br />Quality Tests)
<br />75mel
<br />Hveem Mix lesign Caipans Untreated Mix
<br />$ A,LaO00
<br />aunludre AtMel (yua-Ry Tests)
<br />75055
<br />Hveem Mix Design Cal Lime Treated MG
<br />$ -QOUS0
<br />(including Aggregate Quality Tests)
<br />75084
<br />Marshall Mix Design (Excluding Aggregate Quietly Tests)
<br />$ 3,000 OD
<br />75087
<br />Marshall Mix Doalgn with RAP (Excluding Appeal
<br />$ 3,100.Ou
<br />Quality Tests)
<br />75090
<br />Marshall Mix Design with Lime (Exoluding Aggregate
<br />$ 3,550 00
<br />Quality Tests)
<br />75099
<br />Open Grade Asphalt Concrete Mix Coups,
<br />$ 135U00
<br />(CTM SIR, ASP'M D7064)
<br />75109
<br />Superpave Mix Lsses,(Excludrtq,Aggregate Quality Teed)
<br />$ A.1 R)00
<br />75113
<br />Superpave Mix Design, with RAP
<br />$ 6,090,00
<br />(Excluding Aggromate Quality Tests)
<br />75114
<br />Superpose Mix Design, with Rubber
<br />$ 6,20f1IS,
<br />(Excluding Aggregate Quality Tests)
<br />75115
<br />Superpave Mix Design, with Additives
<br />$ 5,5gO 00
<br />(Excluding Aggregate Quality Tests)
<br />75075
<br />i of Moisture an Asphalt Paving M W top, Pre -Mixed
<br />$ 815-00
<br />(AASHTO T263, ASTM 134857)
<br />robil
<br />'Effect of Neex ore on Asphaa Pawed Resume, PreMixed, 24-
<br />s 1,130,00
<br />Hour immerekat rlud M xed
<br />QASHTO T283, ASTM 04667)
<br />75064
<br />Effect of Moisture on Asphalt Paving Mixtures
<br />$ 1,500.D0
<br />(AASHTO [28:3, ASTM D4867)
<br />75065
<br />Effect of Moisture on Asphalt Peeing MixWraa, One Freeze
<br />S 1,700,00
<br />Thew Cycle (AASHTO T283, ASTM D48d7)
<br />
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