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HomeMy WebLinkAboutresolution.council.047-17 CITYOFASPEN CONTRACT RENEWAL The document provides written notice of the City and Supplier's decision to exercise its right to renew the contract identified below for an additional term. Suppliers are required to break out the number of hours and the hourly rates on each quote. CITY OF ASPEN CONTRACT RENEWAL Contractor's Full Legal Name: CTL Thompson Contract No.: 2017-001 Solicitation Title: As-Needed Geotechnical and Materials Testing Services Resolution#: #47, Series 2017 Contract Award Date: March 17,2017 Current Contract Term: One year Beginning Date of New Contract Term: March 31,2019 End Date of New Contract Term: March 31,2020 CUY—Of ASPEN,C RA P FESSION�AL: [Signature] il [Signature] l ` By: `- ,fGt C. C/ By: �1.cnnc S �. ►`l 014 `�-E- [Name] [Name] I Title: TA ,f 4 • Title: sioY-- MA KA!y,!— Date: 3 (o 2 Date: 3 12-cO 9 EXHIBIT B PROFESSIONAL SERVICES AGREEMENT Fee Schedule Fee Schedule CTLITHOMPSON EFFECTIVE JANUARY,2014 GLENWOOD SPRINGS,COLORADO Personnel Includes analysis and preparation otreports,rakutabi trace,Navel,W5upatoR$wP'e p(epara:ion and direct supervlsl0n c(IheCTL pr*cl Engineering Technician 1 S 55 / hour — MgtTechnician II/Swelanal 60 1 hour Englneenng Technician 111/CARD/Drafts Person 70 1 four Senior Engineering Technician 85 1 lour Erwronmenlal Technician 75 / hour Industrial Hygienist Technician 75 / hour Senior Industrial Hydentsl/Envkcnmenlal Technician 90 / hour Staff Engine erlGeologst1Scientsl 100 / hour Project Englneer 1 Gedlog sl f Sdental 110 / hour Pro)ecl Manager 125 / tour Assoclale 140 / lour Nrrppal 160 / tour Senior Prnapal 220 tour Experl Consulla6on/Witness Oude on Requesl Field (kiting and Sampling with a d.lnch Auger $ 200 / bout Investigation Ontingand Sampling with HoIWAuger 200 / law Services OOEX 80 1 fad Dining and sampling vdth Rotary Drill cost + 15% Shelby Tube Sample 15/ each Grilling Rig Mobilization Crew Travel 98 / Mur TranspodTnxh 150 / mile Auto or Pickup Mileage(Oul of To"Mobiizalion) 060 / mile Labor,Ou(4-Town Living Expenses Travel Costs Equipment Rental Subconsuhanls Cost + 15% Coring(2Hour lAnvnum) 125 1 hour Asphal Core Thickness 45 1 each Asphalt Core Density 45 / each Deflection Tesling-Benkelman Beam,Operalor&Truck 175 hour Bond Testing 110 / Mur Construction Eadhwork:CompaclionTesting $ 75 1 Mur Observation OrleedPier lnslallahon 75 I hour and Testing AsphallRacememand Compaciion 75 I hour ServicesConueleSltengthToslmg: Teslag 8 C)[WerPick Up 70 1 hour Cyendem 20 1 cvl Flexural Beams 50 1 beard On Silo Curing Service 80 1 month MelunNMelerMleNod 1,200 / mill Data Loggers 65 / each Concrete Test Report 55 / set _Mo_Islure Emissions Testing 65 / hour MO6Iule101 35 1 each Sholaele includes Preparation and report(set of 5) 310 / set Floor Flatness(FF and FL and/or 10 Fool Straighledge) 85 / hour Reinlorcement Placement Observalion 70 / hour Masonry Special Inspection 80 / hay Masonry Shear 185 / test Proof Load of Anchor a Dowels 85 / hour Weld&BdlIris pection 85 / hour Framing Observation 65 1 hour Post Tension: Svand0wematon E5 / hxr EbrgalionMeasurements E5 1 hour Sprayed onAreproofnglndudes,when required E5 I hour Thickness MeasurementsDensity per Sampo Bond per Test Report Re%iew/Superwsion ror Construction Observal'an and Tesling Services(exclWng Concre(e) 55 / repcd Overtime Charge Increase for work done en Saturday,Sunday Horidays and olf normal shi8 hours 20 1 hour Fuelcharge 4 1 hour 'Ndo T■mIschargedroruave4lasdngandinspeclnnandhesdreportpreparation(2hourndnievmhpcharge) A;reement Professional Services Paee I) Solis Grain Size Analysis,14nch to#200 sieve $ 50 Laboratory Grain Size Analysis,0200 sieve only 35 Services HydromelerAnalysis aio Allerberg Limits(L.L.&Pd.),per set 70 Natural Moisture and Density 15 Speafic Gravity 50 Unconfined Compression-Soils 40 Unconfined Cornpression Mill Stress/Strain Curve 50 Unconfined Compression-Rock Cores Peak Load Only" 100 Unconfined Compression-Rock Cores with MOE" Qudeon Request Unconfined Compression-Rock Cores,MOE,Poisson's Ratio" Quote on Request One-Dimenslonal Swell Test 45 One-Oimenslonal Swell Test with Load Back for Swell Pressure 55 Soil Suc(ion,per point 50 One-Dimensional Time Consolidation Test Set up and Initial Load 150 Additional Inaemenls 40 Tdaxial or Direct Shear Tests,per point Unconsolidated-Undralned 115 Consolidaled-Undralned 380 ConsoliMed•Undralned with Pore Pressure 400 Standard Proctor Compaction Test(ASTM D 698) 110 Modified Proclor Compaction Test(ASTM D 1557) 120 Relative Density(ASTM D 4253 and D 4254) 165 California Bearing Ratio(3 Points) 500 Hveem Slabilomeler(3 Points) 500 Resilient Modulus 1.000 Permeability Flexiblo Membrane(Triaxial Cel) 400 Remolded Sample(Falling or Constant Head) 250 Back Pressure Odeomeler 250 Water Soluble Sulfates 45 pH 40 Resistivity,per Specimen(Natural Moisture and Saturated) 100 Oirecl Shear 115 Rock Testing Specific Gravity 45 Two-Cyde Slake-Durabilily,per point 95 Unconfined Compression,per point Peak load Only 100 wlh Stress/Strain Curve,Slak E and Poisson's Ratio Quote on Request Triaxial Compression-NX per poini 130 Wilh Stress/Strain Curve,Sialic E and Poisson's Ratio 260 Point Load Test 50 "Additional for Sample Preparalron of Rock Cores Agreement Professional Services Nee 12 Specialized Environmental Services Testing and EnvifonmenlalAssessment,RemedationDesgn,Underground SlarageTanks,Wing Services and Sampri g,Melhane Hazard,Compliance Assistance,Site Audits,Hazmal Surveys Quote on Request Industrial Hygiene and Safely Services Indoor Alr Oual ly,Asbestos Services.Lead Services,Exposure Assessments, Compliance Assislance,Training,Sampling,Program Oevebpment Quote on Request Biological Services Endangered Spedes Review.Werlands Delineation,Environmental Assessments Quote on Requesl Geophysical Services Picr Inlegrity,Profiles by RenecGon or Refradion,Resistivity Surveys, Dynamlc Sod Properges Quote on Request Specialized Tesfng Equipment Charges(Portable Drill 99,Pressuremeler,Resistivity Photdoelzation Device,Field Permeability,Down-Hole M.oisturel Density) Quole on Reguesl Benkelman Beam Testing BenkeknanBeam.Operator 3Tnxk $ 175 / hour NOT Equipment(Pulse-Velocily,Windsor Probe Test System Pachomeler,Half-Cel) 40 / tour Hydraulic Ram Calibration Less Ihan 200 ton 450 / each 200 ton or Higher 550 / each Torsbnal Strength Tests 8 Calibrations(up to 1 million In lbs.) Quole on Request Liquid Viscosity at 140'F $ 110 Asphalt Viscosity at 275'F 110 Laboratory Penetration 75 Testing SpedlicGravity 75 Softening Point 110 Flash Poin! 75 Ductility @ 77'F 110 Ductility @ 39.4'F 170 Solubility 125 Dynamlc Rheomeler 700 Polymer Compatibility 1.100 Direct Tension Test 520 Mixing I Compaction Temperatures 315 Bending Beam Test 495 TNn Film Oven Aging(including Viscosities) 275 Aging of Asphalt Cement 275 Polymer/AC Blending Quote on Request Specimen Preparalion 8 Miscellaneous Testing 60 / hour Emulsion Resldue and Oil Dislallale $ 275 Testing TeslonResidue Peneualion 75 Dudiib@ 77'F 110 Solubility 145 Coaling Ability and Wafer Resistance 145 Storage Stability 145 Sieve Test 70 Vialel Testing(Per Time or Temperature) 275 Dehonding Testing 345 Seal Coal Design 1,575 Agreement Professional ticrv,ices I'aee 13 Asphalt SHRPofAAMSMix Des: n QuoleoiReq�psl Concrete Weem Mix Design j 1575 Testing Marshall Mix Des, n 1,575 Immelsien Compression 385 Coltman(Tensile Suen h Ratio)AASHTO 405 Coltman(Terispe Slnanglh Ratio►CyCYC 1 Gyratory Refusal 575195 Indirect Tensile Creep 195 Indirect Tensile Sl.eng,h 195 Stn i lest 95 Swell TB91 � Theoretical hlaximorn Densily 115 Marshall Properties(Including Theoretical Maximum Densily) 215 Ilveem f ro ernes Includno The%ehc-d Maumum Denstl 275 Ex'racbon and Gradation 230 Resilient Modulus Qi oto on R�uesl Nuclear Asphalt content Ga52 Cahbratien Asphalt bNudearG /orI rntion Oven 150 Core Density 40 Core/Lift Thickness 40 Sample PreD aton,MisceVanecusTesing 60 1 hour DNS ml include sngmeenrig o/special problems of rrwR-p'o gradations orAC types Add tional[Aafges for A Ca Aggregate eddTives. Aggregates Gradation Analysis(per Fraction) $ 50 / each Laboratory GradationAnaljsis(Pit-Run Samples,larger than 12-icch) 85 1 hour Services Passing W.200 Sieve _ 35 / hour Otganic Im urrbes 45 / each Lighlweight Particles 2.4 155 / each Lightweight Particles 2.0 155 / each Clav Lumps and Fnable Particles 80 / each Fop-oulofUghtweighlAggregates 290 1 each Sodium Soundness(5-eyde) 210 1 each_ Sodium Soundness(12-cycle)' 290 1 each Magnesium Soundness(5-cycle) 210 1 each Magnesium Soundness 02cycle► 290 1 each Potential Roaclrvily(ASTM C289) 290 1 each Potential Reaclivily(ASTM O227) 900 I each Nolenl al Rsachvit -14 Da ASTM C1260 or C1a67) 800 1 each PotentalReeckvily-28,Day(ASTMC1260orC1567) 900 ! each Potential Reactivity-1 Year(ASTM C1293) 1,100 / each Alkali Carbonate Reactivity-(ASTM C1105) 1,100 / each Micro Deval 220 / set FWded Unil Weight+Voids 55 / ea h Loose Unit Weght+Voids 55 / each Uncompacled Vold Corvert-(ASTM C1252) 120 / each SCedhc Gravity 1 Absorption,Coarse Ag eeate' 45 1 each S _aficGravi IAbscrplon,Fine A r ate Staining Test(LlghlweightAggre45 f each oales) 145 1 each Scratch Hardness 140 1 each Fla,and Elongaled Padcles 140 1 each LA.Abrasiun-Small-Sized Aggreoale 100 / each LA.Abrasion-Large-Sized A r ate' 130 / each^ Masture Content 25 / each Sand Equivalency 100 / each Fractured Face Delerminalion,Coarse A r le 140 / each Fractured Face Determination Fine An gale 320 / each Aggregate Freeze/Thavr,Fine Aggregate 290 / each AggregateFreezelThaw.Coarse Aggregate 330 / each Millftesicn 210 1 each Crushing 125 1 set Blending.Sampling andMiscelaneous Teslirg 65 1 hour 'for Rip Rep l ype sample,add 325 each Asreement Professional Services Page 14 Concrete Compressive Strength,Cylinders(Cast by CTL) $ 15 / each Laboratory Compressive Strength,Cylinders(Cast by Others) 30 / each Services Compresslve Slrenglh 8 Densly,Core Samples 50 1 each Density/Absorption of Hardened Concrete(ASTM C6421 95 / core Flexural Strength,Beams 50 1 each Splitting Tensile Test,Cylinders 50 1 each Modulus of Elasticity Tests(Frame Method) 380 / set Chloride Content,Chemical Analysis(ASTM C1152) 90 1 each Concrete Freeze/Thaw,300 Cycles(ASTM C666) 2,100 I set Cracking Tendency of Concrete 1,400 1 each Length Change of Hardened Concrete(ASTM C157) 320 1 each Abrasion Resistance(ASTM(779) 330 1 each Chloride Ion Penetration/Rapid Chloride Permeab lily(ASTM C1202) 375 / each Scaling Resistance(ASTM C672) 460 I each Pulse Velocity(ASTM C597) 85 / hour Blocking Assessment(ASTM C1621) 50 / each Static Segregation(ASTM C1610) 50 / each HeWht Change of Hardened Concrete(ASTM C1090) 470 1 each Shear Bond(ASTM C882) 550 / each Direct Tension of Cores 300 / each Mixing Fee-Required for Some Tests 450 I each Laboratory 3-Point Curve-Cylinders for Compressive Strength $ 2,200 / each Trial Mix 3-Poral Curve-Beams for Flexural Strength&Cylinders 2,3W / each Batches Single Mix,Compressive Slrenglh U00 / each Single Mix,Flexural Strength 1,400 1 each Additional Compressive Strength Mixes 450 / each Additional Flexural Slrenglh Mixes `00 I each Mini-Mixes 180 / each Time of Sets 50 / add Mix with Lightweight Aggregale(Additional Charge per mx) 90 / add Maturity Meter Calibration&Report(Does riot include probes) 1,200 / each Maturity Meter Probes 65 1 each Roller Compacted Concrete Mix Quote on Request Cement Sulfate Exparsion(ASTM C 452) $ 650 / each Laboratory Compressive Slreng',h Tests(6 Cubes/Mix) 220 1 each Services Addilional Cubes 30 1 each Flexural Strength-3 Beams 135 1 each Time of Sec Vical 175 1 each Standard Properties(ASTM C150) 710 1 each Density 90 / each Blaine Fineness(Cemenl) 100 / each False Set-Paste Method 85 / each Chemical Analysis-Cement 290 / each Autoclave Expansion-Cement 220 / each Sulfate Expansion(ASTM C 1012) 1,200 / each AirConlenl 145 / each Cement Content 750 1 each Fly Ash Loss on Ignition,Moisture $ 90 1 each Laboratory Fineness,No.325 Sieve-Fly Ash 90 / each Services Density 93 1 each AirConlenl 145 1 each Chemical Analysis(Fly Ash) 280 / each Slrenglh Activity Index(Fly Ash) 225 / each Drying-Shrinkage(Mortar Bar Method) 225 / each Auloclave Expansion-Fly Ash 225 / each Alkali Reactivity 540 / each Available Alkali 180 1 each Standard Properties(ASTM C618) 630 / each Agreement Professional Services Paue 15 Masonry Block and Segmental Retaining Wall Units: Laboratory Q-Block Test Series(Compressive Dimensional Absorption) S 280 1 each Services Compressive Strength Tests(Set of 31 125 set Dmensional Analysis(Set of 3) 75 set Density Absorption Analysis(Set of 3) 125 / set British Shrinkage(Set of 3) 325 1 set British Shrinkage-Additional Samples 50 each Fire Rating(UL618) 200 / each Freeze-Thaw 100-Cycle B50 each Freeze-Thaw 150-Cycle 1,250 each Brick. Compressive Strength Tests(Set ol5) S 200 / set Coelficienl of Saturation(Set of 5) 165 I set Absorption Analysis(Set of 5) 150 I set Initial Rale of Absorption(Set of 5) 275 1 set Efforescence(Set of 5) 135 1 set Dimensional Analysis(Sel of 5) 85 1 set Modulus of Rupture(Flexural Siren Ih)(Set of 5) 225 1 set Freeze/Thaw,50 cycle(ASTM C 67) 465 1 each Adobe Brick Properties 710 1 each Mortar and Grout: Mortar Mix(6 Cubes) $ 190 I mix Water Retentivity Test 100 / each Compressive Strength-Field-Sampled Mortar(6 Cubes) 135 I each Compressive Strength-Preparation of Cored Grout 50 / each Compressive Strength 8"Wfdth Prisms: 8'Hollow Prisms,Brick $ 80 1 each 8'Hollow Prisms,Block-2 Course Maximum 80 / each 8'Hollow Prisms,Block-Over 2 Courses 110 / each 8'Groul-Filled Prisms,Brick 110 / each B'Groul-Filled prisms,Block.2 Course Maximum 90 / each 8'Grout-Filled Prisms,Block-Over 2 Courses 115 1 each Compressive Strength 10•Inch or 12-Inch Width Prisms: 10'or 12'Hollow Prisms,Brick 110 1 each 10'or 12'Hollow,Block-2 Course Maximum 110 1 each 10'or 12'Hollow,Block-More than 2 Courses 140 / each 10'or 12'Grout-Filled Prisms,Brick 175 1 each 10'or 12'Grout-Filled Prisms,Block-2 Course Maximum 150 1 hour 10'or 12'Grout-Filled Prisms,Block-More than 2 Courses 175 1 each Dimension Specific Gravity/Absorption(ASTM C97) $ 110 / each Stone Compressive Strength(ASTM C170) 405 / set Testinp Modulus of Rupture(ASTM C99) 475 1 sel Freeze/Thaw 710 1 each Flexural Slfenglh(ASTM C880) 475 / set Saw Culling(Dimensional Slone) 80 / hour Steel _Ullimale Tensile Strength(Including Post Tension Strands) $ 110 1 each Laboratory Ullimale Tensile Strength&Percent Elongation 130 1 each Services Ullimale Tensile Strength&Yield Tensile Slrenglh 130 1 each Ultimate Tensile Strength&Area Reduction 130 / each Miscellaneous Wood Moisture Content S 95 1 each Services Hydraulic Ram Calibration,Less than 200 Ton 450 1 each Hydraulic Ram Calibration,200 Ton&Higher 550 1 each Petrographic Analysis Quote on Requesi Report review(All Laboratory Test Results) 1 t0 1 each Agreement Professional Services Pa_e 16 0 � q- - i � CONTRACT RENEWAL OPTION EXERCISED Between the City of Aspen and CTL Thompson i The City of Aspen and CTL Thompson hereby exercise'the option.to renew a contract, entered into on March 27, 2017 and approved by City Council by Resolution#47, Series 2017, for as- needed geotechnical and material testing services. The renewal option begins January 1, 2018 and ends December 31, 2018. The terms of the renewal are listed in the agreement. Invoices will be paid Net 30. The parties acknowledge and understand that this Contract Renewal Option is,except as specifically amended hereinabove, subject to all of the terms and conditions set forth in the original signed City of Aspen Service Agreement and General Conditions for Service Agreements and by this reference made a part hereof. Having agreed to the above and foregoing,the parties hereto do affix their signatures. City of A en: / CT opson: By: i� 1� By:. m Title: (' Title: ion Date: Date: Z t2 Zo 14, CIlYOFASPEN CONTRACT RENEWAL The document provides written notice of the City and Supplier's decision to exercise its right to renew the contract identified below for an additional term. Suppliers are required to break out the number of hours and the hourly rates on each quote. CITY OF ASPEN CONTRACT RENEWAL Contractor's Full Legal Name: CTL Thompson Contract No.: 2017-001 Solicitation Title: As-Needed Geotechnical and Materials Testing Services Resolution 4: #47, Series 2017 Contract Award Date: March 17,2017 Current Contract Term: One year Beginning Date of New Contract Term: March 31,2019 End Date of New Contract Term: March 31,2020 COY 9f ASPEN,C RA P FESSION�AL: [Signature] [Signature] //�� By: GL l't. By: J`\tnnt S �. N<s`l - `J [Name] [Namc] —T Title: TA (`rr ;f Title:��visCot'ti �kcnauer Date: 3 , Date: 9 EXHIBIT B PROFESSIONAL SERVICES AGREEMENT Fee Schedule Fee Schedule CTLITHOMPSON EFFECTIVE JANUARY,2014 GLENWOCD SPRINGS,COLORADO Personnel Indudes analysis and preparation of reports.oakulatbi 6ssw,travel,consNlatoR samp'e prepare;on and dire)supervision of the CTL proxd. Engineering Technician 1 S 55 / hour EnglneefngTechnician It/Secretarial 60 1 Mor Ernglneedng Technklan 111/CADDlDraIts Person 70 / hour Senior Engineering Technician 85 / hour Environmental Technician 75 / hour Industrial Hygienist Technician 75 / txwr Senior Industrial Hydenbl/Envkcnmental Terhniclan 90 / tar Staff Engineer/Geologst/Scientist 100 ! hour ProjectEnglneer/GeoloQsllSdenlst 110 / hour Project Manager 125 ! flour Associate 140 I hour Prindpal 160 / hour Senlor Prindpal 220 Mur Expert Consull6on/Witness Gude on Request Field Drilling and SamphigMlha4anchAuger $ 200 / Mur Investigation aiYingand SamplingYAM Hollow Auger 200 / Mur Services ODEX 80 / fool Drilling and Sampling with Rolary Drill Cost + 15% Shelby Tube Sample 151 each Drilling Rig Mobilization Crew Travel 98 / Mur Transport Truck 1.50 1 mile Auto or Pickup Mileage(Out of Town Mobiizatiorl) 0.60 / mile Labor,Out•d•Tovm Living Expenses Travel Costs Equipment Rental Subconsultanls Cost + 15% Coring(2 Hour fAnknum; 125 / Mur Asphalt Core Thlckness 45 / each Asphalt Core Denslly 45 / each Dellection Testing-Benkelman Beam,Operator&Truck 175 hour Bond Testing 110 / Mur Construction Eadhvmfk:Compaction Testing $ 75 I Mur Observation O ilfed Pier Installation 75 I-hour and Testing _AsphallPlacemenland Compaclon 75 / hour Services' Concrete Strength Testing: Testing&C)IMerPick Up 70 1 hour Cylinders 20 / M Flexural Beams 95 / beam On Silo Curing Servioo 80 1 month Malu*MelerMleysod 1,200 1 nix Owe Loggers 65 1 each Comete Test Report 55 / set Moisture Emissions Testing 65 1 hour Moisture IOt 35 1 each Shdade includes Preparation and report(set of 5) 310 / set Floor Flatness(FF and FL and/or 10 Fool Strayhted e) 85 / hour Reinforcement Placement Observation 70 1 her Masonry Special Inspection 80 / hour Masonry Shear 185 / test Proof Load of Anchor or towels 85 / hour Weld&Bdllispection 85 / hour FramingObserval'on 85 / hour Post Tension: SvandObsewauon 65 / Mur Ebngatlonkteasurerrenls 85 / hour Sprayed on Flreproofng Includes,when required 65 / hour Thickness Measuiennenb.Density per Sample 8p,d per Test Report Review 1 Supervision for Conshudion Observation and Testing Services(excluding Concrete) 55 / teped Overtime Charge Increase for work done on Saturday,Sunday Holidays and oil normal shift hours 20 ! Mur Fuelcharge 4 / hour 'Note 51m Is chafyod for travel leslbg and inspecton and field report pepatation(2 twur ninin-unj IV charge) Agreement Professional Services PO r I I Soils Grain Size Analysis,1-inch to#200 sieve $ 50 Laboratory Grain Size Analysis,#200 sieve only 35 Services HydrornelerAnalysi's 80 Allerberg Limits(L.L.&PJ.),per set 70 Nalural Moisture and Density 15 Specific Gravity 60 Unconfined Compression-Sols 40 Unconfined Compression with Stress/Strain Curve 50 Unconfined Compression-Rock Cores,Peak Load Only" t00 Unconfined Compression-Rock Cores with MOE" Quote on Request Unconfined Compression-Rock Cores,MOE,Poisson's Ratio" Quote on Request Cne-Dimenslonal Swell Test 45 One-Oimenslonal Swell Test vdlh Load Back for Swell Pressure 55 Soil Suction,per print 50 One-Dimenslonal Time Consolidation Test Set up and Initial Load 150 Additional Increments 40 Triaxial or Direct Shear Tesls,per point Unconsolidated-Undralned 115 Consolidaled-Undrained 380 Consolida!ed-Undrained wilh Pore Pressure 400 Standard Proctor Compaction Test(ASTM D 698) 110 Modified Proclor Compaction Test(ASTM D 1557) 120 Relalive Densily(ASTM D 4253 and D 4254) 165 California Bearing Ratio(3 Poin(s) 50) Hveem Slabilonieler(3 Points) 501 Resilient Modulus 1.000 Permeability Flexible Membrane(Triaxial Cel) 400 Remolded Sample(Falling or Conslanl Head) 250 Back Pressure Odeome!er 250 Water Soluble Sulfates 45 pH 40 Resistivity,per Specimen(Nalural Mols lure and Saturated) 100 Direct Shear 115 Rock Testing Specific Gravity 45 Two-Cyde Slake-Durability,per point 95 Unconfined Compression,per point Peak Load Only 100 With Stress!Strain Curve,Stack E and Poisson's Relic Quote on Request Triaxial Compression-NX per point 130 With Stress/Strain Curve,Stalk E and Poisson's NUO 260 Point Load Test 50 "Additional for Sample Preparalion or Rock Cares A�,reement Professional Services Page 12 Specialized Environmental Services Testing and Environmental Assessment,RemedialionOesi n,Underground Slorage Tanks,Wing Services and Sampring,Methane Hazard,Compliance Assistance,Site Audits,Hazmal Surveys Quole on Request Industrial Hygieno and Safely Services Indoor Air OuaHy,Asbestos Services,Lead Services,Exposure Assessments, Compliance Assislance,Training,Sampling,Program Development Quote on Request Biological Services Endangered Species Revlea,Wetlands Delineation,EnvlronmenlalAssessments Quote on Request Geophysical Services Picr Integrity,Profiles by Rellec ion or Refraction,Resistivity Surveys, DynamlcSod Propedles Quote on Request Specialized Tesrng Equipment Charges(Portable Drill 99,Pressuremeler,Resistivity. Pholdortlzalan Device,Field Permeability.Down-Hole Maislure I Density) Quote on Request Benkelman Beam Testing Benkelman Beam.Operator&Truck $ 175 1 hour NOT Equipment(Pulse-Velocity,Windsor Probe Test System,Pachometer,Half-Cel) 40 1 tour Hydraulic Ram Calibration Less than 200 ton 450 I each 200 ton or Higher 550 I each Torsional Strength Tests 8 Calibrations(up to 1 million In lbs.) Ouole on Request Liquid Viscosity at 140'F $ 110 Asphalt Viscosity at 275'F 110 Laboratory Penetration 75 Testing SpecilicGravily 75 Softening Point 110 Flash Point 75 Ductility @ 77'F 110 Milily @ 39.4'F 170 Solubility 125 Dynamic Rheometer 700 Polymer Compalibility 1.10F Direct Tension Test 520 Mixing I Compaction Temperalures 515 Bending Beam Test 495 ThIn Frim Oven Aging(including Viscosities) 275 Aging of Asphalt Cement 275 Polymer I AC Blending Quote on Request Specimen Preparation 8 Miscellaneous Testing 50 I hour Emulsion Residue and Oil Dislallale S 275 Testing Test on Residue Penouaiion 15 Ductifly r@ 77'F 110 So'ubilily 145 Coaling Ability and Water Resistance 145 Storage Stability 145 Sieve Test 70 Vialet Testing(Per Time or Temperature) 275 Oebonding Testing 345 Seal Coal Design 1,575 Agreement Professional Services Pa_c 13 Asphalt SH RP orAAMSMix Des!gn QuoleaiRequpsl Con creta Hveem Mix Design S 1575 Testing Marshall Mix Desgn 1,575 Immersion Compression 385 Lallman(Te nsilo Suen h Ratio)AASHTO 405 Lohman(Tensile Strength Ratio)Cyclic 1,575 Gyratory Refusal 195 Indirect Tensile C D195 Indirect Teisile Slreng!h 195 Slapping Tesl SwellB5 Test 85 Theorelical Maxirrrxn Densily 115 Marshall Properties(Including Theoretical Maximum Density) 2(5 Hveem Propert es(Inn LI Theorelic-d Maximum Censily) 275 Ex racoon and Grad al,on 230 ResilientIVodukls Quote on ReQuesl Nuclear Asphalt content Gage Calibration %0 As hall b Nuclear G for n�Uon Oven Core Densi150v d0 Core/Lift Thickness 40 Sample Prepaalion,bliscel'aneous les inq 60 1 hour_ Doesml include arngineenngo/speCrelproblemsorrrvril bgradat;wsorACtypes.Add(Ao.acharges rorACor Aggregate edddives Aggregates Gradation Analysis(per Fraclion) $ 50 1 each Laboratory Gradation Anahrsis(Pit-Run Samples larger than 124ch) 85 1 hour Services Passing W.200 Sieve _ 35 7 hour Organic Impurities Lig45 / each htweiOl Parades 2.4 155 1 each Lghiweighl Particles 1.0 155 1 each Clay Lumps and Enable Particles 80 I each Poo-out orLightweiphlAmpales 280 1 each Sodium Soundness(5 cycle) 210 1 each Sodium Soundness(I2cycle)' 290 ! each Magneswm Soundness(5-cycle) 210 1 each Magnesium Soundness 02-cyctel 290 1 each Polenbal Rmlivily(ASTM C289) 290 1 each PolenualReauivuy(ASTM C227) 900 1 each Pclenlial Reactivity.-14 Day(ASTM C1260 or C 1067) 800 / ea.h Potential ReaC6nly-28Day(ASTM C1260orC1567) 900 / each Potential Reactivity-1 Year(ASTM C12931 1,100 1 each Alkali Carbonate Reaclivi,y-(ASTM C1105) 1 tC0 ! ezch _ Micro Deval 220 1 sal &"dded UNI Weight+Voids 55 1 each Loose Unit We:oht+Voids 55 f each Urx ompacled Vold Con.er•I-(ASTM C1252) 120 1 each Splcihc Gravely 1 Absorption Coarse Ao eaate' 45 1 each bp_dhcGrawry/Absc(plon,FineAgjregale 45 / each Stoning Tesl(Lighlsveraht A eoales) 115 1 each S_ralchHardness 140 7 each Fla,and Eloncialed Particles 165 / each LA.Abrasion-Small-Sized Aggreowe 100 / each LA.Abrasion-Large-Sized Aggregate' 130 / each^ Maslure Contail 25 / each Sand Equivalency 100 / each Fractured Face Delerminalion,Coarse Aggregate 140 / each Fraaured Face Celermination,Firre A99-egate 320 / each .Aggregate Freeze(Thah•,Fine Aggregate 280 / each mregate Freemrrhaw.Coarse Aggregate 330 / each Cwhirascn 210 / each Crushing 125 f set Blending,Sampling and Misce'laneous Teslirg 65 1 hour forRwRaptypesample,WSW Beach Agreement Professional Services Page 14 Concrete Compressive Strength Cylinders(Cast by CTL) $ 15 / each Laboratory Compressive Strength,Cylinders(Cast by Others) 30 / each Services Compressive Slrenglh&Density,Core Samples 60 1 each Derisily/Absorption of Hardened Concrete(ASTM C642) 95 / core Flexural Strength,Beams 50 1 each Splitting Tensile Test,Cylinders 50 1 each Modulus of Elasticity Tests(Frame Method) 380 1 set Chloride Content,Chemical Analysis(ASTM C1152) 90 1 each Concrete Freeze I Thaw,300 Cycles(ASTM C666) 2,100 I set Cracking Tendency of Concrete 1,400 1 each Length Change of Hardened Concrete(ASTM C157) 320 / each Abrasion Resistance(ASTM C779) 330 / each Chloride Ion Penetration/Rapid Chloride Permeability(ASTM C12021 375 / each Scaling Resistance(ASTM C672) 460 / each Pulse Velocity(ASTM C597) 85 I hour Blocking Assessment(ASTM C1621) 50 / each Stain Segregation(ASTM C1610) 50 1 each Height Change of Hardened Concrete(ASTM C1090) 470 I each Shear Bond(ASTM C882) 550 / each Direct Tension of Cores 300 / each Wing Fee-Required for Some Tests 450 / each Laboratory 3-PoinlCurve-Cylinders for CompressiveStrength $ 2,200 / each Trial Mix 3-Point Curve-Beams for Flexural Strength&Cylinders 2,350 1 each Batches Single Mix,Compressive Slrenglh 1.300 / each Single Mix,Flexural Strength 1,400 / each Additional Compressive Strength Mixes 450 / each Additional Flexural Strength Mixes 500 1 each Muir-Mixes 180 1 each Time of Sets 50 / add Mix with Lightweight Aggregate(Addlional Charge per m x) 90 1 add Matunly Meier Calibration&Report(Does not include probes) 1.200 / each Maturity Meter Probes 65 / each Roller Compacted Concrete Mix Quote on Request Cement Sulfate Expansion(ASTM C 452) $ 650 1 each Laboratory Compressive Slrenglh Tests(6 Cubes 1 Mix) 220 1 each Services Additional Cubes 30 1 each Flexural Strength-3 Beams 135 1 each Time of Sec Vical 175 1 each Standard Properties(ASTM C150) 710 1 each Density 90 / each Blaine Fineness(Cement) 100 1 each False Set-Paste Method 85 / each Chemical Analysis-Cement 290 / each Autoclave Expansion-Cement 220 / each Sulfate Expansion(ASTM C1012) 1,200 / each Ar Content 145 / each Cement Content 750 1 each Fly Ash Loss on Ignition,Moisture $ 90 / each Laboratory Fineness,No.325 Sieve-Fly Ash 93 / each Services Density 90 / each Air Content 145 / each Chemical Analysis(Fly Ash) 280 / each Strength Activity Index(Fly Ash) 225 1 each DryIng-Shrinkage(Mortar Bar Method) 225 / each Autoclave Expansion-Fly Ash 225 1 each Alkali Reactivity 540 / each Available Alkali 180 1 each Standard Properties(ASTM C618) 630 1 each Agreement Professional Services Pau 15 Masonry Block and Segmental Relaining Wall Units: Laboratory Q-Block Test Serres(Compressive,Dimensional Absorption) $ 280 / each Services Compressive Strength Tests(Set of 3) 125 set Crmensional Analysis(Set of 3) 75 set Densily Absorption Analysis(Set of 3) 125 / set British Shrinkage(Set o(3) 325 / set BnlishShrinkage-AdditionalSamples 50 each Fre Rating(UL518) 200 / each Freeze-Thaw 100-Cycle 850 each Freeze-Thaw 150-Cycle 1,250 each Brick: Compressive Strength Tests(Set of 5) $ 200 1 set Coelfioenl of Saluralion(Set of 5) 165 / set Absapllon Analysis(Set of 5) 150 / set Inilral Rale of Absorption(Sel of 5) 275 1 set Efforescence(Set of 5) 135 1 set Dimensional Analysis(Sel of 5) 85 1 set Modulus of Rupture(Flexural Strength)(Set of 6) 225 1 set Freeze!Thaw,50 cycle(ASTM C 87) 465 / each Adobe Brick Properties 710 1 each Mortar and Grout: Mortar Mix(6 Cubes) $ 190 I mix Waler Retentivity Test 100 / each Compressive Strength-Field-Sampled Malar(6 Cubes) 135 J each Compressive Strength-Preparalfon of Cored Grout 50 1 each Compressive Strength 8 Width Prisms: 8 Hollow Prisms,Brick $ 80 / each 8'Hollow Prisms,Block-2 Course Maximum 80 / each 8 Hollow Prisms,Block-Over 2 Courses 110 / each 8'Grout-Filled Prisms,Stick 110 / each 8 Groul-Filled Prisms,Bock-2 Course Maximum 90 / each 8'Groul-Filled Prisms,Block-Over 2 Courses 115 / each Compressive Strength 10-Inch or 12-Inch Width Prisms: 10'or 12'Hollow Prisms,Brick 110 / each 10'or 12'Hollow,Block-2 Course Maximum 110 / each 10'or 12'Hollow,Block-More than 2 Courses 140 / each 10'or 12'Grout-Filled Prisms,Brick 175 I each 10'or 12'Grout-Filled Prisms,Block-2 Course Maximum 150 / hour 10'or 12'Grout-Filled Prisms,Block-More Than 2 Courses 175 1 each Dimension Specific Gravity/Absorplion(ASTM C97) S 110 I each Stone Compressive Slrenglh(ASTM C170) 405 / set Testing _Modulus of Rupture(ASTM C99) 475 1 set Freeze/Thaw 71C 1 each Flexural Strength(ASTM C880) 475 / set Saw Culling(Dimensional Stone) 80 / hour Steel Ullimale Tensile Sire th(Including Posl Tension Strands) $ 110 / each Laboratory Ullimale Tensile Strength&Percent Elongation 130 1 each Services Ullimale Tensile Slrenglh&Yield Tensile Strength 130 / each Ultimate Tensile Strength&Area Reduction 130 / each Miscellaneous Wood MoIslure Content S 95 / each Services Hydraulic Ram Calibration,Less than 200 Ton 450 1 each Hydraulic Ram Calibration 200 Ton&Higher 550 J each Petrographic Analysis Quote on Request Report review(All Laboratory Test Resulls) 110 I each Agreement Pralessional Solwices Pa_e 16