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HomeMy WebLinkAbout09-129 - Resolutions RESOLUTION NO. 09-129 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA, CALIFORNIA, APPROVING THE RENEWAL OF AGREEMENTS WITH KRAZAN & ASSOCIATES, INC., NINYO & MOORE, LEIGHTON CONSULTING, INC., AND SALEM GROUP, FOR ANNUAL SOILS, AND MATERIALS TESTING SERVICES FOR FY 2009/2010 FOR PROPOSED CAPITAL IMPROVEMENT PROJECTS THROUGHOUT THE CITY WHEREAS, Krazan & Associates, Inc., Ninyo & Moore, Leighton Consulting, Inc., and Salem Group, Contract No. 07-117, 07-118, 07-120 and 07-233, respectively, were approved by City Council last year; and WHEREAS, the contracts may be extended for additional one-year periods, up to an additional two years, with mutual agreement of both parties; and WHEREAS, this is the second and final renewal year; and WHEREAS, Krazan & Associates, Inc., Ninyo & Moore, Leighton Consulting, Inc., and Salem Group have requested renewal of their contracts; and WHEREAS, No increase in the "Schedule of Fees" will occur with this renewal with copies of the current "Schedule of Fees", labeled Exhibit "C" within the Contracts, attached hereto. NOW, THEREFORE, the City Council of the City of Rancho Cucamonga, California, hereby resolves that said contracts are hereby renewed with no fee increase, and the Mayor is authorized to sign this resolution. Please see the following page for formal adoption,certification and signatures PASSED, APPROVED, AND ADOPTED this 17`h day of June 2009. AYES: Gutierrez, Kurth, Michael, Spagnolo, Williams NOES: None ABSENT: None ABSTAINED: None Donald J. Kurth, M.D., Ma or ATTEST: nice C. Reynolds, City Clerk I, JANICE C. REYNOLDS, CITY CLERK of the City of Rancho Cucamonga, California, do hereby certify that the foregoing Resolution was duly passed, approved and adopted by the City Council of the City of Rancho Cucamonga, California, at a Regular Meeting of said City Council held on the 17`h day of June 2009. Executed this 18'h day of June 2009, at Rancho Cucamonga, California. anice C. Reynolds, Cit Clerk Resolution No. 09-129—Page 2 of 35 EXHIBIT "C" KRAZAN & ASSOCIATES,. INC. GENERAL FEE SCHEDULE (Prevailing wage) 2007 Krazan & Associates, Inc. 4221 Brickell Street Ontario, CA 91761 (909) 974-4400 Fax (909) 974-4022 Resolution No. 09-129—Page 3 of 35 Ontario Fee Schedule. TERMS OF PAYMENT AND CHARGES Page 3 Terms of Payment Invoices shall be deemed delinquent if not paid within 30 days of the invoice date and will be subject to a late payment charge of 1.5% per month as liquidated damages for additional credit and collection expenses incurred by Krazan & Associates, Inc. Charges Minimum Charges Hourly field services have a 2 hour minimum charge. Hourly office services have a one hour minimum charge. Regular Time Charges Regular time charges are Monday through Friday, between 7 a.m. to 3:30 p.m. Other arrangements available upon pre-approval. Time and One-Half Charges Time and one-half charges will be rendered on weekdays for services extending beyond regular time, 8-12 hours of total service that day. Saturday services are commonly available at time and one-half charges. Double Time Charges Services rendered on Holidays, Sunday, in excess of 8 hours.on Saturday, or in excess of 12 hours on weekdays, will be charged at double the normal rate. Portal to Portal Charges A portal to portal charge per call applies to all inspection and field work. Miscellaneous and Subcontractor Charges Miscellaneous or unusual charges, such as parking, mailing, shipping, etc., and/or subcontractor charges, such as backhoe fees, will be charged to the client at cost plus 15%. Resolution No. 09-129—Page 4 of 35 KRAZAN S ASSOCIATES,INC. With Offices Serving the Western United States Ontario Fee Schedule Subsistence Page 4 On remote jobs or projects, subsistence, when not furnished, will be an additional charge. Cancellation Late cancellation may be subject to reasonable charges if personnel cannot be appropriately reassigned or if remobilization is required. Insurance Krazan & Associates, Inc. carries in excess. of all insurance required by law. Additional costs of extra insurance certificates, co-insurance endorsements or additional insurance will be charged to the client at cost plus 15%. Supervisor Charges Supervisor charges are above and beyond unit rates quoted. Resolution No. 09-129—Page 5 of 35 IaUZAN & ASSOCIATES,INC. With Offices Serving the Aestem United States Ontario Fee Schedule GENERAL FEE SCHEDULE FOR Page 5 PROFESSIONAL & TECHNICAL SERVICES Professional PrincipalEngineer...................................................................................................... $175,00/hr. Registered Senior Engineer......................................................................................... 135.00/hr. RegisteredGeologist ...............................................................................................:. 125.00/hr. Certified Asbestos Inspector/Manager......................................................................... 110.00/hr. Project Engineer/Manager........................................................................................... 110.00/hr. ProjectGeologist ......................................................................................................... 110.00/hr. Chemist........................................................................................................................ 110.00/h r. EnvironmentalSpecialist ............................................................................................. 110.00/h r. Project Administration & Analysis ................................................................................ 110.00/hr. Field Engineer/Inspector.................................................. ......... 105.00/hr. ................................... Field Geologist....................................................... .................................................... 105.00/hr. Technical EngineeringTechnician ............................................................................................... $75.00/hr. EnvironmentalTechnician ............................................................................................. 75.00/hr. AutoCad/Engineering Technician .................... . 75.00/hr. Support Clerical.....................................................................................................................$45.00/Report Subsistence.......................................................................................................... ......85.00/day. Resolution No. 09-129— Page 6 of 35 IMA7 ' &ASSOCIATES,INC. With Offices Serving the Western United States Ontario Fee Schedule Page 6 ENVIRONMENTAL SERVICES Asbestos Consultation and Analysis AsbestosProject Manager......................................................................................... $110.00/hr. AsbestosTechnician...................................................................................................... 85.00/hr. Analyze for Asbestos per EPA (PLM) Procedures..................................................35.00/sample Consult for Asbestos Abatement ...........:...................................................................... By Quote Wells Groundwater Monitoring Well Installations ................................................................... By Quote Groundwater Extraction Well........................................................................................ By Quote Vapor Monitoring Well Installation ................................................................................ By Quote VaporPoint Installation................................................................................................. By Quote VaporExtraction Well................................................................................................... By Quote Environmental Drilling, Exploration, Travel Light Duty Drilling (continuous flight auger by Mobile Drill Minuteman or Giddings)................... .... .. .. $155.00/hr. . . . . .... . .. ..... ............. . Drilling (continuous flight, hollow stem auger or. .rota.ry. .wash. . ... . , w/2 operators. .) CME 45 Drill.Rig (truck mounted) ..................................................................... 175.00/hr. CME 55 Drill Rig (truck mounted) ..................................................................... 185.00/hr. Mobile Drill B-61/HDX Drill Rig (truck mounted)................................................ 185.00/hr. Mileage (support vehicles) ..................................................................................00.50/mi. Mileage (drill rig)..................................................................................................00.80/mi. Other Equipment & Services Rates Sample Container Charge: Stainless Steel Tube (including caps, Teflon/aluminum foil, labels, etc.)......... $10.00/ea. 6" Brass Sleeves (including caps, Teflon/aluminum foil, labels, etc.) .................. 5.00/ea. Personal Protective Equipment .................................................................................... By Quote Hydropunch II Screen/Points/Seals .............................................................................. By Quote Moss Wire Line Continuous Core Soil Sampler..............:...........................................300.00/day Steam Cleaner or Pressure Washer...........................................................................125.00/day MagneticCable Locator.......................................................:........................................ By Quote Photoionization Detector........................... . . .. .......100.00/day Hermit 2000 Datalogger Aquifer Testing Equipment .................................................... By Quote Magnetometer.........................................................: By Quote ..................................................... Electro magneto meter................................................................................................... By Quote Clean-up/Remedial Equipment....................... . By Quote . ............................................................ Chemical Analysis of Soil and Groundwater Samples.................................................. By Quote Resolution No. 09-129—Page 7 of 35 KRAZAN &ASSOCIATES,INC. With Offices Serving the Western United States Ontario Fee Schedule Pa.ae 7 GEOTECHNICAL SERVICES Soils - Foundations - Geology Exploratory Drilling, Sampling, and Travel Light Duty Drilling (continuous flight auger by Mobile Drill Minuteman or Giddings, operator only)........................................................... $155.00/hr. Drilling (continuous flight, hollow stem auger or rotary wash, w/2 operators) CME 45 Drill Rig (truck mounted) ..................................................................... 175.00/hr. CME 55 Drill Rig (truck mounted) ..................................................................... 185.00/hr. Mobile Drill B-61/HDX Drill Rig (truck mounted)................................................ 185.00/hr. Mileage (support vehicles) ......... ............ ............ ..... ....... ..... .............. ....... ..... ...... 00.50/mi. Mileage (drill rig)..................................................................................................00.80/mi. Laboratory Tests Sieve Analysis, Coarse, ASTM C 136 ...................................................................... $160.00/ea. Fine (including wash), ASTM C 137, C 177................................................................ 95.00/ea. Hydrometer Analysis, ASTM D 422 .............................................................................. 90.00/ea. Specific Gravity, Bulk SSD, Coarse, ASTM C 127, C 117.......................................... 115.00/ea. Fine, ASTM C 128 ........................:...................................:....................................... 195.00/ea. Atterberg Limits, ASTM D 4318 .......................... .. 160.00/ea. . .................. .................................. Moisture-Density Relations of Soils, ASTM D 698, D 1557, State 216....................... 175.00/ea. Consolidation Test ASTM D 2435 .............................................................................. 225.00/ea. Triaxial Compression Test, ASTM D 2850 Unconsolidated, Undrained.............................................................................. 235.00/ea. Consolidated, Undrained ................................................................................. 325.00/ea. Consolidated, Undrained with Pore Pressure ..............................:................... 500.00/ea. Unconfined Compression Test, ASTM D 2166............................................................. 85.00/ea. ExpansionIndex, UBC-29-2 ...........:........................................................................... 195.00lea. Direct Shear Test, ASTM D 3080 Consolidated, Drained, 3 points....................................................................... 215.00/ea. Permeability, Constant Falling Head; ASTM 2434...................................................... 225.00/ea. Permeability, Failing Head/Flexible Wall (ASTM D5084), 1.4"-4" ...............................325.00 ea. Permeability, Falling Head/Flexible Wall (ASTM D5084), 6" ..................................... 450.00 ea. Permeability, Falling Head/Flexible Wall (ASTM D5084), 12.. ................................... 750.00 ea. Permeability Sample Remold ....................................................................................... 40.00 ea. SulfateContent............................................................................................................. 40.00/ea. R" (Resistance) Value, Cal. 301, ASTM D 2844 .............:......................................... 240.00/ea. "R" (Resistance) Value, Lime Treated or Requiring Recombining.............................. 280.00/ea. California Bearing Ratio, ASTM D 1883 ..................................................................... 650.00/ea. Plate Bearing Test, ASTM D 1195, D 1196.................................................................. By Quote IndexTests not Listed................................................................................................... By Quote Resolution No. 09-129—Page 8 of 35 KRAZAN S ASSOCIATES,INC. If'ith Dices Serving the A'estern United States Ontario Fee Schedule Page 8 CONSTRUCTION TESTING AND INSPECTION SERVICES Administrative EngineeringReview.........................................:.:....................................................... $110.00/hr. Report Preparation ...................................................................................................45.00/report Job Site Inspection SoilCompaction...............................................................................:. $65.00/hr. Masonry, Concrete, Gunite, Epoxy...........................................:...... ....................... .............................. 65.00/hr. Pile Driving, Soldier Beams, Shoring, Caissons ........ Structural Steel, Welding, Bolt Torque........................................................................... 65.00/hr. .................................................. 110.00/hr. Build-up Roofing, Fire Proofing...................................... ...... 65.00/hr. .......................................... Plant Inspection Structural Steel Fabrication ......................................................................................... $65.00/hr. ConcreteBatch Plant..................................................................................................... 65.00/hr. Pipe Plant (Reinforced Concrete, Clay, etc). ................................. ............................... 65.00/hr. Glue-Laminated Fabrication (Local) ..............................................................................65.00/hr. AsphaltBatch Plant ....................................................................................................... 65.00/hr. Nondestructive Examination Ultrasonic, Magnetic Particle, Dye Penetrant .................... By Quote Radiographic................................................................................................................. By Quote Pachometer ................................................................................. By Quote .............................. .. Schmidt Hammer..................... ..................................................................................... By Quote Coring Technicianand Equipment ........................................................................................ $130.00/hr. Bit Charge......................................................................................................................7.00/inch Resolution No. 09-129 —Page 9 of 35 KRA7AN R ASSOCIATES,INC. With Offices Serving the Western United States Ontario Fee Schedule Page 9 Concrete Cylinder, Beams & Cores Compression Test, 6" x 12" Cylinders, Including Hold, ASTM C 39 (set of 4)...........$100.00/set Compression Test, Cores, ASTM C 42 (Does Not Include Special Prep. time)............ 50.00/ea. . Core Cutting (in Laboratory)..................................... 40.00/ea. Flexure Test, 6" x 6" Beams, ASTM C 78...................... 95.00/ea. Splitting Tensile; 6" x 12" Cylinders, ASTM C 496......................................... Modules of Elasticity Test - Static, ASTM C 469 .......................................................... 85.00/ea. Unit Weight Determination.....................................................................................I...... 25.00/ea. Shrinkage Length Change (3 Beams, 4 Readings, Up to 90 Days), ASTM C 157 Modified............ $260.00 Additional Reading.................... ............................ ....... . ........................... 30.00/3 bar set . Storage Over 90 days, Per set of 3 Beams ............................................................. 20.00/month Mix Design Aggregate Tests for Concrete Mix Designs Only, Including Sieve Analysis, Specific Gravity, No. 200 Wash, Organic Impurities, Weight Per Cubic Foot, ....... Per Aggregate Size............. . $400.00/ea. ................................................................... Review of Mix Design Prepared by Others ..........:........................... Trial Batch, ASTM C192........................................................ 130.00/ea. 900.00/ea. Resolution No. 09-129—Page 10 of 35 KRAZAN&ASSOCIATES,INC. With Of}'ices Serving the Western United States Ontario Fee Schedule Page 10 Reinforcement Reinforcing Steel ASTM A 615 Tensile Test, No. 11 Bar or Smaller........................................................................... $50.00/ea. Bend Test, No. 11 Bar or Smaller......................................... ....................................... 45.00/ea. TensileTest, No. 14 Bar................... ........................................................................... 70.00/ea. Tensile Test, No. 18 Bar............................................................................................... 80.00/ea. Receive and Distribute Mill Certificates .................... 10.00/ea. Welded Specimens Tensile Test, Welded, No. 11 Bar or Smaller ............................................................. $50.00/ea. Tensile Test, Welded, No. 14 Bar................................................................................. 80.00/ea. Tensile Test, Welded, No. 18 Bar................................................................................. 80.00/ea. Tensile Test, Mechanically Spliced Bar................................. I.......... 115.00/ea. NickBreak, Welded Re-Bar.......................................................................................... 30.00/ea. Prestress (Attachments To Be Furnished by Client) Tensile Test and Elongation In 24" for Prestress Strand, ASTM A 416...................... $95.00/ea. Tensile Test and Elongation In 10" for Prestressing Wire, ASTM A 421 ...................... 50-00/ea. Modules of Elasticity (Prestressing Wire) ......:........................................ ................... 110.00/ea. Aggregates Basic Tests Sieve Analysis - Processed (Each Size), ASTM C 136 ...................... ...................... $100.00/ea. Sieve Analysis - Pit Run................................................ 165.00/ea. Specific Gravity, Coarse, ASTM C 127 .................................:-- 95-00/ea. Specific Gravity, Fine, ASTM C 128 ............................................................................. 95.00/ea. Absorption, ASTM C 127, 128 ...........­....................*....... ...........­......... 50.00/ea. U.nit Weight Per Cubic Foot, ASTM C 29...................................................................... 55.00/ea. Deleterious Materials Organic Impurities, ASTM C 40 ................................... $80.00/ea. Clay Lumps and Friable Particles, ASTM C 142.............*...... .............*....... 115.00/ea. Material Finer than No. 200 Sieve, ASTM C 117............*....... Coal and Lignite, ASTM C 123 ........... ................................... 65.00/ea. Soft Particles, ASTM C 235................... .......**............ ­­­*......­...... 115.00/ea. .......*"** .......**...**'***' 80.00/ea. Acid Solubility ............................................................................................................... 40.00/ea. Resolution No. 09-129—Page 11 of 35 IaUZ&N &ASSOCIATES, INC. With Offices Serving the Jf,'csteyw United States Ontario Fee Schedule Physical Properties Page I I Soundness - Sodium or Magnesium (5 cycle), ASTM C 88...................................... $390.00/ea. Abrasion (L.A. Rattler 100 & 500 cycles), ASTM C 131 ............................................. 225.00/ea. Potential Reactivity (Chemical Method 3 Determinations), ASTM C 289 ................... 450.00/ea. Potential Reactivity (Mortar Bar Method, ASTM C 227............................................... 500.00/ea. Percent Flat or Elongated Particles, CRD C 119 ........................................................ 130.00/ea. Percent Crushed Particles, Calif. 205......................................................................... 105.00/ea. State Tests CleannessValue, CAL. 227...................................................................................... $130.00/ea. DurabilityIndex, CAL. 229 ........................................................ ..... ........................... 195.00/ea. Sand Equivalent (Average of 3), CAL. 217.""................................. ..... 95.00/ea. ........................ Clay by Hydrometer Methods, ASTM D 422................................................................. 90.00/ea. "R" (Resistance) Value, CAL. 301, ASTM D 2844...................................................... 240.00/ea. "R" (Resistance) Value, Lime Treated or Requiring Recombining.............................. 280.00/ea. Asphaltic Concrete Stability Tests Hveem, Pre-Mixed, CAL. 304 ........................................................................ $290.00/ea: Hveem, Lab-Mixed, CAL. 304.......................................................................... 400.00/ea. Marshall, Pre-Mixed, ASTM D 1559................................................................. 290.00/ea. Marshall, Lab-Mixed, ASTM D 1559 ................................................................ 400.00/ea. Maximum Density Hveem, Pre-Mixed, CAL. 304 ........................................................................:. 290.00/ea. Hveem, Lab-Mixed, CAL. 304.............................. ..... 400.00/ea. ....................................... Marshall, Pre-Mixed, ASTM D 1559................................................................. 290.00/ea. Marshall, Lab-Mixed, ASTM D 1559 ....:........................................................... 400.00/ea. Gradation on Extracted Sample (Including Wash)...................................................... 180.00/ea. Maximum Theoretical Unit Weight (Rice Gravity) ASTM 204..................................... 250.00/ea. Complete Asphalt Concrete Mix Design (Hveem or Marshall)...................................... By Quote Extraction, % Asphalt, ASTM D 2172 (Method B) or CAL.310 ExcludingAsh Correction................................................................................. 160.00/ea. PenetrationASTM D .................................................................................................. 720.00/ea. AsphaltCore Density.................................................................................................... 35.00/ea. ACContent, CAL 382 ................................................................................................. 160.00/ea. Resolution No. 09-129—Page 12 of 35 KRAZAN S ASSOCIATES,INC. With Offices Serving the Western United States Ontario Fee Schedule, Page 12 Masonry and Related Materials Brick ASTM C 67 Modules of Rapture (Flexure)............ ........................................................................ $65.00/ea. CompressiveStrength .................................................................................................. 40.00/ea. Absorption - 5 Hour or 24 Hour..................................................................................... 50.00/ea. IBoil, 1, 2 or 5 Hour........................................................................................................ 50.00/ea. Efflnitial Rate of Absorption............................................................................................... 40.00/sa. orescence................................................................................................................ 50.00/ea. Dimensions, overall, Coring, Shell and Web Thickness............................................. 16.00/brick Coefficient of Friction (Slip Test).................................................................. ................ 30.00/ea. Cores, Compression.................... ..............................­*......... 40.00/ea. Cores, Shear, 6" and 8" Diameter, 2 Faces............ .................. ........ ............................................... 60.00/core Concrete Block ASTM C 140 Moisture Content as Received.................................................................................... $40.00/ea. Absorption Compression...................................... 65.00/ea. Tension ........ .......... ......**........**.......**......... 70.00/ea. Shrinkage, Modified British, ASTM C 426 ..........*...... 130.00/ea. Compression, 4,/6/8 ................................. 130.00/ea. Cores........................................................................................... 65.00/ea. Masonry Prisms ASTM E 447 Compression Test, Grouted Prisms.................... Cutting Prisms ....... ............... $150.00/ea. ..........I............................................................................................. By Quote Unreinforced Masonry Building Tests In-Place Shear (Push) Tests........................................................................I.......I........I By Quote 15 Degree Core Shear Tests........... Wall Anchors ................. .......*­' By Quote ......I..................................... By Quote Mortar & Grout UBC Standard 24-22 Compression, 2" x 4" Mortar Cylinder......................................................................... $25.00/ea. ,Compression, 3" x 6" Grout Prisms .......;...................................................................... 25.00/ea. Compression Test, 2" Cubes, ASTM C 109 ................................................I................ 30.00/ea. Gypsum Roof Fill ASTM C 495 Compression Test Density $16.00/ea. 25.00/ea. Gunite Compression, 2, 4, 6" Cores, ASTM C 42 .................................................................. $40.00/ea. Resolution No. 09-129—Page 13 of 35 KRA,ZA,N' & ASSOCIATES,INC. TFi1h Offices Serving the ff/cvten, United States Ontario Fee Schedule Roofing Tile Page 13 Roofing Tile Breaking Strength per U.B.C. ..........................................:...................... $25.00/ea. RoofingTile Absorption ................................................................................................ 40.00/ea. Roofing Tile Additional/Special Tests ........................................................................... By Quote Slate Modulesof Rupture .................................................................................................... $50.00/ea. Modulesof Elasticity......:............................................................................................ 130.00/ea. WaterAbsorption.......................................................................................................... 50.00/ea. Weathering ................................................................................................................... 65.00/ea. Fireproofing Tests Field Sampling by Technician............. $75.00/hr. ..........................................:........... Oven Dry Density...................................................................................................... ...............40.00/sample Miscellaneous and Specialty Testing Testing Machines Testing Machine with Operator in Laboratory 60,000 to 250,000 Machine (Compression Only) 30 Minutes including set-up time, Minimum......................................................... $110.00 60 Minutes including set-up time, Minimum ........................................................... 160.00 400,000 Pound Machine (Universal) 30 Minutes including set-up time, Minimum........................................................... 160.00 60 Minutes including set-up time, Minimum........................................................... 225.00 LoadTests......................................................................................................... By Quote Calibration of Skidmore-Wilhelm Device & Torque Wrench Calibration of Skidmore-Wilhelm Device, in Lab............................................................... $70.00 Calibration of Torque Wrench, each bolt size (3 Required).........:...................................... 60.00 Calibration of Hydraulic Jacks First Jack ....... ........ ...................... ........ .... ............. ......... ............................... $70.00 Each Additional Jack (same..time)............................................................................ 60.00 Preparation of Electrical System for Test, each............................................................ By Quote Note: Extra handling charges will be made on any ram or pump too heavy or bulky for one man to safely lift. APIGauge Calibration ................................................................................................ $90.00/ea. HydrostaticTests........................................................................................................ By Quote Resolution No. 09-129 —Page 14 of 35 KR ZAN S ASSOCIATES,INC. With O).TIceS Serving the Western United States Ontario Fee Schedule Manhole Cover Tests Page 14 1-3 ............................................................................................................................ $100.00/ea. Morethan 3................................................................................................................... 85.00/ea. Mechanical Testing Services Tensile Test - No Strain Measurement, Yield by Halt of Dial Upto 100,000 Ib..............................................:................................................ $30.00/ea. 100,001 to 200,000 Ib. ....................................................................................... 45.00/ea. Over 200,000 Ib., each.................. . . . By Quote ... . . ......... ................................................... Tensile Test - Mechanical Non-Printout Extensometer for Strain................................. 30.00/ea. Tensile Test - Electronic Extensometer with Recorded Printout...................................50.00/test Morethan 1 test................................................ ........................................................... By Quote Load Tests, Flexural, Bend, Impact, Axial, Racking ..................................................... By Quote StrainGauge Testing.................................................................................................... By Quote BendTest ..................................................................................................................... 30.00/ea. Note: Sockets furnished by client Salt Spray SetUp............................................................................................................................. $195.00 24 Hours, per panel ........................................:................................................................... 40.00 Multi-Channel Computer Aided Data Acquisition of: Acceleration.................................................................................................................. By Quote Vibration........................................................................................................................ By Quote Movements (1.0001 inch) ............................................................................................. By Quote Pressure ....................................................................................................................... By Quote MachineControl Movement.......................................................................................... By Quote Temperature................................................................................................................. By Quote StrainGauge................................................................................................................. By Quote StressAnalysis ............................................................................................................. By Quote Metals Weld Procedure Qualification and Welder Qualification WeldTensile Test....................................................................................................... $60.00/ea. WeldBend Test................................................................ 33.00/ea. ............................................ Machining for Weld Test, 1/2" thickness and less ........................................................ 32.00/ea. Machining for Weld Test, over 1/2" thickness............................................................... 47.00/ea. Weld-Macro Etch.......................................................................................................... 52.00/ea. Weld-Fracture Test....................................................................................................... 33.00/ea. Weld-Radiographic....................................................................................................... By Quote Report Charge .......... ............................. ............. ................. .................:...................... 45.00/ea. Weld Procedures Qualifications ., .. :. Resolution.. No.69=129"-P5j6'15bf"35...... By Quote KRAZAN &ASSOCIATES,INC. With Offices Seming the Western United States Annual Soils and Materials Testing Services May 9, 2007 Rancho Cucamonga, California Proposal No. P-13309 EXHIBIT "C" SCHEDULE OF FEES HOURLY CHARGES FOR PERSONNEL Principal Engineer/Geologist/Environmental Scientist........................................................................................... $ 139 Senior Engineer/Geologist/Environmental Scientist............................................................................................... $ 133 Senior Project Engineer/Geologist/Environmental Scientist.................................................................................. $ 127 Project Engineer/Geologist/Environmental Scientist.................................:.....................................:..................... $ 123 Senior Staff Engineer/Geologist/Environmental Scientist...................................................................................... $ 109 Staff Engineer/GeologistlEnvironmental Scientist.............................................................................. ................... $ 96 GISAnalyst.....................:............................................................................................................................... ......... $ 96 FieldOperations Manager...................................................................................................................................... $ 85 Nondestructive Examination Technician, UT,MT, LP`..............................................................................—......... $ 80 Pull Test Technician and Equipmenr....................................................................................:.............................. $ 80 SupervisoryTechnician*......................................................................................................................................... $ 74 Senior Field/Laboratory Technician'...................................................................................................................... $ 69 Technical Illustrator/CAD Operator......................................................................................................................... $ 69 Field/laboratory Technician*.................................................................................................................................. $ 64 ACIConcrete Technician'...................................................................................................................................... $ 64 Concrete/Asphalt Batch Plant Inspector................................................................................................................. $ 64 Special Inspector, Reinforced Concrete'.......--.................................................................................................... $ 64 Special Inspector,Pre-stressed Concrete'............................................................................................................. $ 64 Special Inspector,Reinforced Masonry'................................................................................................................ $ 64 Special Inspector,Structural Steel'........................................................................................................................ $ 64 Special Inspector,Welding,AWS'......................................................................................................................... $ 64 Special Inspector,Fireproofing'...........................................................................................................................— $ 64 GeotechnicaUEnvironmentaULaboratoryAssistant................................................................................................ $' 53 InformationSpecialist..............................................................................................................................:............... $ 52 Data Processing,Technical Editing,or Reproduction............................................................................................ $ 44 OTHER CHARGES ExpertWitness Testimony............................................................................................................................- $ 360 Rv Concrete Coring Equipment(includes one technician).................................................................................. $ 145 /hr Special Preparation of Standard Test Specimens.......................................................................................... $ 64 mr InclinometerUsage ........................................................................................................................................ $ 32 /hr VaporEmission Kits........................................................................................................................................ $ 30 /kit RebarLocator(Pachometer).......................................................................................................................... $ 10 !hr FNuclearDensity Gauge Usage....................................................................................................................... $ 9 /hr ield Vehicle Usage........................................................................................................................................ $ 8 /hr DirectProject Expenses..........................................................................................................................Cost plus 15% Laboratory testing,geophysical equipment and other spedal equipment provided upon request NOTES(Field Services) For field and laboratory technicians and special inspectors, regular hourly rates are charged during normal weekday construction hours. Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal con- struction hours and all day on Saturdays. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day or on Sundays and holidays. Lead lime for any requested service is 24 hours. Feld Technician rates are based on a 2-hour minimum. Special inspection rates are based on a 4-hour minimum for the first 4 hours and an 8- hour minimum for hours exceeding 4 hours. Feld personnel are charged portal to portal. 'Indicates rates that are based on Prevailing Wage Determination made by the State of California, Director of Industrial Relations on a semiannual basis. Our rates will be adjusted in conjunction with the increase in the Prevailing Wage De- termination during the life of the project INVOICES Invoices will be submitted monthly and are due upon receipt.A service charge of 1.0 percent per month may be charged on accounts not paid within 30 days. TERMS AND CONDITIONS The terms and conditions of providing our consulting services include our limitation of liability and indemnities as pre- sented in Ninyo&Moore's Work Authorization and Agreement. P-uwa.e t�99#&&-*®®Cir M Pw Resolution No. 09-129— Page 16 of 35 Annual Soils and Materials Testing Services May 9, 2007 Rancho Cucamonga, California Proposal No. P-13309 SCHEDULE OF FEES FOR LABORATORY TESTING Laboratory Test, Test Designation and Price Per Test Soils C nc Atterberg Umfts,04318,CT 204..............................................5 145 Cement Analysis Chemical ami Physical,C 109......................_.......$ 1.650 California Bearing Ratio(CBRI,D 1883...................................S 440 Compression Tests.6x12 cylinder.C 39...........................................$ 22 Chloride and Sulfate courant CT 417 8 CT 422......................$ 135 Concrete Mot Design Review,Job Spec............................................$ 140 consolidation,D 2435,CT 219.................................................5 275 Concrete Mix Design,per Trial Batch,6 Cylinder,AO.......................S 750 Consolidation-Terne Rate,D 2435,CT 219............................S 70 Concrete Cass,Compression(excludes sampling).C 42................E 55 Diad Sher-Remolded,D 3080.............................................$ 290 Drying Shrinkage.C 157.....................................................................$ 250 Direct Shur-Undisaabed,1)3060.........................................5 250 Flexural Test C 78..............................................................................$ 50 Durability Index.CT 229.............................................................$ 150 Flexural Test C 293............................................................................$ 55 Expansion Index,D 4829,UBC 18-2.........................................E 165 Flexural Test CT 523..........................................................................$ 60 Expansion Potential(Method A),D 4548...................................S 145 Gunite/Shottxate.Panels.3 tut cores per panel and test, Act.........$ 250 Expensive Pressure,(Method C).D 4546..................................$ 145 JobeBe Testing Laboratory.................................................................. Quote Geolabric Tensile and Elongation TesL 0 4632._.....................$ 165 Lighnveghl concrete Flit Compression,C 495.................................$ 40 Hydraulic Corductiv'dy.05084..................................................$ 300 Petrographic Analysis,C868_.._........................................................$ 1.100 Hydrometer Analysis,D 422,CT 203......................_................ 190 Spilling Tensile Strength,C 496................................................... ....5 60 Moisture,Ash.8 Organic Matter of Past/Organic Soes..........4 110 .. Moisture Only,D 2216,CT 226................................................E 30 Reinforcina and Structural Steel Moisture and Density.D 2937................................................... 39 FaeWooSng Density Test.UBC 76....................................................S 55 Pemhrab0lty,CH,D 2434.CT 220............................................5 230 Hardness Test,Rocimll.A-370.................................................._.....S 5o pH and Resistivity,Cr 643.........................................................$ 14o High Strength Bolt,Nut 8 Washer Conformance,set.A-32..............5 120 Proctor Density D 1557,D 698,CT 216.8................................$ 180 Mechanically Spliced Reinforcing Tensile Test ACA..........................S 95 AASHrO T-180(Rock corrections;add S80) Pre-Stress Strand(7 wire).A 416.......................................................$ 140 R+value,D 2844,CT 301...........................................................E 250 Chemitsl Analysis,A66,A615.:....................................................... 5 120 Sand FAuivakrd,D 2419.Cf 217.............................................5 90 Reinforcing Tensile or Berl up to No.11.A 615 8 A 7066................5 50 Sieve Analysis.D 422.Cr 202............_....................................5 110 Structural Steel Tensile Test Up to 200,000 lbs. Siwe Analysis,200 Wash,D 1140,Cr 202............................. 90 (Mc!dnig extra).A 370...................................................................$ 70 Specific Gravity.D 854._....._.....................................................5 90 Welded Reinforcing Tem Test:Up to No.11 bars,Act.................S 55 The"Shear,C.D.D 4767,T 297............................................E 390 Triaxial Shear,C.U.,w/pae pressure,O 4767,T 2297 per pt-.$ 330 Asphalt Concrete Triadal Shear,C.U..w/o We pressure.D4767.T 2297 per pL.$ 190 Asphalt Mir Design,Caltrans..............................................................$ 2200 Triaxial Shear.U.U.,D 2850......................................................S 140 Asphalt Mix Design Review,Job Spec................._............................$ 150 Unconfined Compression,D 2166,T 208.................................E too Extraction,%Asphalt including Gradabon,D 2172,CT 310.............$ 215 Wax Density,D 1188..................................................................S g0 Film Stripping,CT 302......................:.................................................$ 100 Hveem SbMtyand Umt WeV1x CTMorASrM, CT366.................$ 195 Roofing Marshall Stability.Flow and Unit Weight T-245................................S 215 Bulft-W Roofing,cutout sam .............$ 165 Mahmttum Theaetcal Unit Weight D 2041....._........_..... ples.D262B........_......... ..._.............S .120 .Roofing Materials Analysis,D2629...........................................$ 500 Sores.CT 305................................_...............................................E 165 Roofing Tile Absorption,(set of 5).UBC 15-5-.......................3 190 Unit Weight sample or core.D 2726.CT 308..........................._....$ 90 Roofing Tile Strength Test(set of 5).UBC 15.5.....................5 190 Aggregates Masonry Absorption,Coarse,C 127..................................................................5 35 Bride Absorption,24Jwur submersion,C 67.............................$ 45 Absorption,Fire,C 128.......................................................................E 35 Brick Absorption,5-Mur boiling,C67........................................5 55 Clay Lumps and Friable PaNdes,C442...........................................E 100 Brock Absorption,7day.C67....................................................5 60 cleanness Value.CT 227...................................................................$ 120 stick Compression Test C 67...................................................$ 45 Cl Shed Particles,CT 205........................_....._...............................$ 140 Brick Efflorescence.C 67........._................................................S 45 Disability,Coarse,Cr 229..............._...._.......__................................S 130 Bride Modulus of Rupture.C 67......_................._......................S 40 Durability,Fine,CT 229...................._.........................................5 130 Bride Moisture as received,C 67............_..................-.............S 35 Los Angeles Abrasion.C 131 or C 535..._....._...................:.............5 180 Brick Saturation Cceehderd,C 67..........._............................__.S 50 Mortar Making Properties of fine aggregate,C 87............................$ 275 Concrete Block Compression TesL&W 6.C 140..................$ 60 Organic Pte•C 40...._._......................................_.............S 55 Concrete Block Confomance Package,C 90._............._....... 440 Potential Reactivity`Of Aggregate(Chemical Method),C 289.._........$ 390 Concrete Block Umar Shrinkage,C 426...................................3 120 Sand Equivalent.CT 217............_................_....................................5 g0 Concrete Block Unite Weight and Absorption.C 140............._..$ 55 Sieve Analysis,Coarse Aggregate,C 136..._...................................$ 105 Cores.Compression or Shear Bond,CA Code.........................; 55 Save Analysis.Fife Aggregate lindudi g wash).C 136...................$ 105 Masonry Grout 31OZS pram kxxnpnession,UBC 21-ill............ 30 SOdmm Su state Soundness(per size fraction),C 88..........................$ 160 Masonry Mortar.2x4 cylinder compression,UBC 21-16......... 30 SPeafic Gravity,Coarse.C 127........_........._.................................E 75 Masonry Prism,hall size,compression,1180 21-17............_S 110 Specific Gnsviy,Fire,C 128........_........ Special preparation of standard test specimens will be larged at the ledhutidank hourly rate Ninyo 8 Moore Is accredited to perforin the PASHTO equivalent of marry ASTM test procedures. e-111094� Resolution No. 09-129—Page 17 of 35 � ®®fie G PW Leighton Consulting, Inc, A LEIGHTON GROUP COMPANY - EXHflIISlT C 2007 PROFESSIONAL FEE SCHEDULE * FOR PREVAILING WAGE PROJECTS PROFESSIONAL SERVICES Technical Staff Hourly Rate Laborer**................................................................................................................................................................................$75 Soil/Field Technician"..............................................................................................................................................................75 Staff Engineer/Geologist/Scientist/Field Supervisor............................................................................................................... 110 Senior Staff Engineer/Geologist/Scientist...............................................................................................................................125 Operations Manager/Equipment Operator.............................................................................................................................130 Project Engineer/Geologist/Scientist......................................................................................................................................130 Senior Project Engineer/Geologist/Scientist...........................................................................................................................140 Associate................................................................................................................................................................................155 Principal .................................................................................................................................................................................200 SeniorPrincipal......................................................................................................................................................................220 Technical Support Staff Hourly Rate Administrative Assistant/Word Processor...............................................................................................................................$74 CAD Operatorlfechnical Illustrator/GIS Specialist..................................................................................................................100 Engineering Equipment Unit Rates VehicleUsage..........................................................................................................................................................$10 per hour Tiltmeter, Inclinometer Units......................................................................................................................................200 per day NuclearSoil Gauge.....................................................................................................................................................84 per day GPSStation...............................................................................................................................................................168 per day OtherEquipment...................................................................................................................................................Upon Request OTHER TERMS AND CONDITIONS • Overtime for field personnel(all technician and staff levels)will be charged at 1.5 times basic hourly rate listed above. • Expert witness testimony will be charged at 2.0 times the above rates,with a minimum charge of four hours per day. • Invoices are rendered monthly, payable upon receipt. • Proposals are valid for 30 days, unless otherwise stated in the proposal. • Heavy equipment, subcontractor fees and expenses, supplemental insurance, travel, shipping, reproduction, and other reimbursable expenses will be invoiced at cost plus 20%, unless billed directly to, and.paid by client. • Client agrees to provide all information in Client's possession about actual or possible presence of buried utilities and hazardous materials on the site, and agrees to reimburse Leighton Consulting for all costs related to their unanticipated discovery. • These rates are predicated on standard insurance coverage and a limit of liability to our fees for the project. • For "paid when paid" contracted work, Leighton Consulting shall receive payment within 10 calendar days from when our Client receives payment for our services. . Minimum Hourly Charges for Field Technicians: 1. Monday-Friday..................................................................................................................................................2 hours minimum 2. Saturday and Sunday........................................................................................................................................4 hours minimum Effective through June 30, 2008, after which rates will increase 5% or an amount equal to the increase in the CPI of the California Prevailing Wage rate,whichever is greater,effective July 1. 9060 302 1-07-P Resolution No. 09-129— Page 18 of 35 10532 Acacia Street,Suite B-6 • Rancho Cucamonga,CA 91730 909.484.2205 • 909.484.2170 •www.leightonconsulting.com Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY GEOTECHNICAL LABORATORY TESTING PER TEST RATES Identification and Index Properties (ASTM) Unit Rate Shear Strength(ASTM) Unit Rate Moisture Content $16 Pocket Penetrometer $16 Moisture and Density(ring samples) 26 Torvane 16 Moisture and Density(chunk samples) 58 Single Normal Load Direct Shear 105 Moisture Content&Density(Shelby tube/cutting) 63 3 Load Direct Shear, Consolidated Undrained(0.05 in./min.) 265 Atterberg Limits(3 moisture points) 121 3 Load Direct Shear,Consolidated Drained(<0.05 in/min.) 305 Atterberg Limits(organic) 182 Remolding or Hand Trimming of specimens(3 points) 78 Single Point/Non-plastic 64 Residual Shear—price per additional one-way pass per point 58 Visual classification of point as non-plastic 11 Torsional Shear 620 Particle Size:Sieve(passing 1'h-inch to-#200) 74 Oriented or Block Hand Trimming 58 Sieve(passing 6-inch to-#200) 135 Hydrometer only 110 Static Uniaxial and Triaxial Strength Tests (ASTM) Sieve and Hydrometer(1%z-inch) 158 Unconfined Compression (with stressrsrrafnplor) $89 Dispersive Characteristics of Clay Soil(double hydrometer) 89 UU Test—Unconsolidated/Undrained(perstress) 168 Specific Gravity: Fine(passing#4) 89 Consolidated Undrained(CU,R)(persrress) 347 Coarse(retained on#4) 84 Three Stage Triaxial Tests 608 Total Porosity — On Shelby tube sample—calculation only 137 Consolidation and Swell Tests(ASTM) Total Porosity — On other sample—calculation only 105 Consolidation (w/one time deformation curve) $194 Photograph of sample 11 Each Additional Time Deformation Curve 47 Shrinkage Limits(wax method) 126 Each additional load/unioad w/o Time Deformation Curve 42 Pinhole Dispersion 210 Expansion Index(EI,ASTM D 4829-03) 131 Sand Equivalent(SE,CTM 217) 89 Expansion Index(UBC 18-12) 165 Percent Passing#200 Sieve,wash sieve,only(ASTM D 1140) 58 SwelUCollapse Test(A) 10 normal loadlunloads w10 time curves 289 Single Load Swell/Collapse Test(6) seat,road,and inundate 105 Collapse Potential of Soils(ASTM D 5333.03) 194 Soil Chemistry Laboratory Permeability Tests pH - $42 Permeability(Hydraulic Conductivity) Electrical Resistivity—single point—as-received moisture 42 —Undisturbed driven tube sample $194 Minimum Resistivity(minimum of 3 moisture points) 89 —Remolded specimen 236 pH and Minimum Resistivity 131 Triaxial Permeability(at one effective stress) 294 Sulfate Content—Gravimetric 68 -Each Additional Effective Stress 121 Sulfate Screen 32 -Hand Trimming for Horizontal K 58 Chloride Content 68 -Daily charge for Long Term Tests(> 7 days) 47 Corrosion Suite:pH,chloride,minimum resistivity and sulfate(gravimetric) 221 Remolding of Test Specimens 58 Organic Matter Content(ASTM D 2974) 63 Air Permeability(includes moisture&density) 100 Compaction (moisture and density curves) Air Permeability(modified for soils) 173 Standard Proctor(ASTM D 698)Compaction -4 points Caltrans Tests(California Test Method 4 inch diameter mold $182 R-Value,untreated soils(CTM 301,3/2000) $289 6 inch diameter mold 215 R-Value, lime or cement treated soils(57%additive) 338 Modified Proctor(ASTM D 1557) -4 points Sampling Equipment Charges 4 inch diameter mold 193 Box of Sample Rings(28 samples per box) $125/box 6 inch diameter mold 225 Daily Ring-Lined Drive Sampler Equipment Usage 37/day Check Point 79 Relative Density(0.1 cubic foot mold) 236 All soil samples should be free of hazardous materials. Standard tum-around time Caltrans Wet Density Compaction Curve(CTM 216) 215 for test results is 10 working days. Samples will be stared for 3 months after which California Bearing Ratio (CBR)—3 points` 557 hey will be discarded. Prior notification is requiredrf samples need to be stored for a longer time. A monthly storage fee of$10 per bag and$5 per sleeve will be applied. —1 point' 184 1.07-P Resolution No. 09-129—Page 19 of 35 10532 Acacia Street,Suite B-6 •Rancho Cucamonga,CA 91730 909.484 2205 • 909.484.2170 •www.leightonconsulting.com �srr�s Leighton Consulting, Inc. . A LEIGHTON GROUP COMPANY MATERIALS TESTING & INSPECTION SCHEDULE OF SERVICES Task Professional Construction Materials Engineering services Hourly Rate 6100 Project Management/ Materials Inspection Manager $105 7100 Principal Engineer 168 7101 Registered Civil Engineer 127 7102 Staff Engineer 99 7103 Administration/Secretarial Time 74 7104 Reports—Test Results 17 each 7105 Review of Files for Final Letter of Affidavit(min.2 hours) 144 7106 Expert Witness, Consultation and Court Appearances(min. 4 hours) 277 7107 Submittal Review for Compliance with Project Plans and Specifications 144 Task Special Inspection Services Hourly Rate 6200 Special Inspection Concrete ICC $68 6201 Special Inspection Post-Tension Concrete ICC 68 6202 Special Inspection Structural Steel/Welding & Bolting ICC 68 6203 Special Inspection Welding AWS/CWI 78 6204 Special Inspection Masonry ICC 68 6205 Special Inspection Masonry DSA 78 6207 Special Inspection Asphalt 68 6208 Special Inspection Fireproofing ICC 68 6211 Special Inspection Shotcrete ICC 68 6212 Special Inspection Shotcrete DSA 78 6213 Special Inspection Epoxy Injection&Anchors 68 6216 Building Inspection ICC 68 6217 Fabrication Inspection (Local)AWS/CWI, ICC, Glulam 78 6218 Fabrication Inspection (Outside Local Area) Quote 6219 Inspector Verified Report(DSA-6) 78 Task Technician Services Hourly Rate 6230 Technician-Materials(ACI Tech/Rebar Tag&Sample) $68 6232 Coring and Sizing(in house) 68 7120 Laboratory Technician 68 6233 Pachometer Survey-Technician 68 6234 Schmidt Hammer Survey-Technician 68 6235 Moisture Testing-Technician 68 6236 Grounding Rod Soil Resistance Test-Technician Quote 6237 Pull-out Test on Embedded Bolts, Anchors and Dowels 65 6238 Earth Anchor Hold Down Test(4 Hour, Full Load Application with 5 minimum) Quote 6239 Earth Anchor Hold Down Test (Prelude/Short Term,w/Full Load) Quote 6240 Coring Concrete, Masonry or Asphalt in Field Quote 6241 Sawing Concrete, Masonry or Asphalt in Field Quote 6242 Pick-up and Delivery- Standard 84/trip 6243 Technician Travel Time(>40 mile radius from Leighton Consulting laboratory) 71/hour Task Equipment Charges Daily Rate 6300 Skidmore-Wilhelm Bolt Cell $42 6301 Torque Wrench 16 6302 Air Meter 21 6303 Pachometer 53 6304 Schmidt Hammer 32 6306 Vibrating Probe (Concrete) 42 6307 110V, 50A Generator 125 Resolution No. 09-129— Page 20 of 35 1-07P 10532 Acacia Street, Suite B-6 • Rancho Cucamonga,CA 91730 909.484-2205 • 909.484-2170 • www.leightonconsulting.com Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY Task Concrete Strength Characteristics - Method - Per Test 7200 Concrete Cylinders(6-inch by 12-inch)-Compression ASTM C-39 $23 7201 Gunite/Shotcrete Cores(Lab Coring&Testing Only) ASTM C-42 56 7202 Lightweight Fill Concrete(3-inch by 6-inch) ASTM C495 36 7203 Compression, Concrete or Masonry Cores(testing only) <6-inch diameter ASTM C-42 36 7204 Splitting Tensile—6-inch by 12-inch cylinder ASTM C-496 42 7205 Flexural Strength of Concrete(Simple Beam with 3r°pt. Loading) ASTM C-78 58 7206 Mix Design, Determination of Proportions 200 7207 Mix Design, Review of Existing 150 7208 Laboratory Trial Batch with Slump, Unit Weight&Air Content ASTM C-192 473 7209- 6-inch by 12-inch Cylinder, Make and Test(lab trial batch) ASTM C-192 23 7210 3-inch by 6-inch Grout Prisms, Make and Test(lab that batch) ASTM C-192 23 7211 6-inch by 6-inch Flexural Beams, Make and Test(lab trial batch) ASTM C-192 34 7213 Cylinder Molds,6-inch by 12-inch,2-inch by 4-inch when not used with testing 3 7214 Unit Weight of Hardened Light weight Concrete ASTM C-567 34 7215 Rapid Cure Concrete Cylinders(Boil Method) ASTM C-664 34 7216Drying Shrinkage(Four Readings, up to 90 days, 3 bars) ASTM C-157 263 7217 Modulus of Elasticity/Poisson's Ratio 3-inch by 6-inch cores ASTM C-469 368 7374 Compressive Strength -Concrete Cylinder t CTM 521 23 7376 Flexural Strength of Concrete(simple beam w/center point loading)t CTM 523 84 Task Aggregate Properties Method Per Test 7240 Sieve Analysis of Fine and Coarse Aggregate ASTM C-136 $135 7241 Sieve Analysis-Finer than#200 (Wash) ASTM C-11 7 79 7242 LA Rattler-Smaller Coarse Aggregate < ASTM C-131 163 7243 LA Rattler-Larger Coarse Aggregate > ASTM C-535 189 7244 Soundness Magnesium, Sodium - ASTM C-88 215 7245 Organic Impurities ASTM C-40 68 7246 Clay Lumps, Friable Particles ASTM C-142 131 7370 Soil & Aggregate Preparation & Sieve(Fine & Coarse Aggregate) ** CTM 201 &202 263 7373 Grading& Specific Gravity Calculation * CTM 105 79 7247 Durability Index CTM 229 131 7248 Cleanness Value of Coarse Aggregate CTM 227 105 Task Masonry Method Per Test 7260 Mortar Cylinders(2-inch by 4-inch) ASTM C-780 $23 7261 Mortar Cubes(2-inch by 2-inch) ASTM C-109 23 7262 Grout Prisms (3-inch by 6-inch) ASTM C-1019 23 7263 Compression, Concrete or Masonry Cores, :56-inch diameter(Testing Only) ASTM C-42 34 7264 CMU Compression(3 required)to size 8-inch by 8-inch by 16-inch ASTM C-140 45 7265 CMU Compression(3 required)greater than 8-inch by 8-inch by 16-inch ASTM C-140 50 7266 CMU Moisture Content,Absorption & Unit Weight(6 required) ASTM C-140 84 7267 Masonry Efflorescence (5 required) ASTM C-67 63 7268 CMU Linear Drying Shrinkage ASTM C-426 95 7269 CMU Grouted Prisms(compression test 5 8 inch by 8-inch by 16-inch) ASTM E-447 158 7280 CMU Grouted Prisms(compression test> 8-inch by 8-inch by 16-inch) ASTM E-447 210 7281 Masonry Core-Shear Title 24 (Test Only) 63 Task Brick Method Per Test 7290 Compression (5 required) ASTM C-67 - $40 7291 Modulus of Rupture(5 required) ASTM C-67 40 7292 Absorption, Soak(5 required) ASTM C-67 32 7293 Absorption, Boil (5 required) ASTM C-67 32 7294 Absorption, Saturation Coefficient(5 required) ASTM C-67 47 7295 Initial Rate of Absorption(5 required) ASTM C-67 40 7296 - Efflorescence (5 required) ASTM C-67 53 7297 Efflorescence with Mortar(5 required) ASTM C-67 63 Resolution No. 09-129 —Page 21 of 35 1-07P 10532 Acacia Street, Suite B-6 • Rancho Cucamonga,CA 91730 - 909.484-2205 • 909.484-2170• www.leightonconsulting.com 1 4W Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY' Task Steel Reinforcement Method Per Test 7300 Tensile Test, Up to No. 10 ASTM A-370 $42 7301 Tensile Test, No. 11 and over ASTM A-370 89 7302 Bend Test, Up to No. 8 ASTM A-370 34 7303 Bend Test, No.9 and over ASTM A-370 50 Task Structural Steel Method Per Test 7310 Tensile Strength, 5100,000 pounds axial load ASTM A-370 $42 7311 Tensile Strength, 100,000 to 200,000 pounds axial load ASTM A-370 - 58 7312 Bend Test ASTM A-370 37 7313, Pipe Flattening Test ASTM A-370 Quote 7314 Machining and Preparation of Samples ASTM A-370 50 7315 Brinell&Rockwell Hardness Test ASTM A-370 53 7316 Chemical Analysis,Carbon and Low Alloy Steel Quote Task Pre-stressing Method Per Test 7320 Prestressing Wire ASTM A-416. $158 7321 Sample Preparation(cutting) - 50 7322 Prestressing Cable, 7 Wire(Breaking Strength/Modulus of Elasticity) ASTM A 416 188 Task Weld Procedure and Welder Qualifications Unit Rates 6320 Welder Certification/Weld Procedure Review(AWS/CWI) $74/hour 7330 Weld Tensile Test 40 each 7331 Weld Bend Test 28 each 7332 Weld-Macro Etch 45 each 7333 Bolt Tensile Test 50 each Task Fireproofing Method Per Test 7340 Unit Weight(Density) UBC Std. 7-6 $53 7341 Cohesion/Adhesion UBC Std. 7-6 62 Task Asphalt Concrete General Testing Method Per Test 7350 Extraction, Percent Asphalt and Gradation ASTM D 2172/c 136 $194 7351 Extraction& Percent Asphalt(only) ASTM D 2172 152 7355 Extraction and Gradation Only ASTM D 2172/c 136 175 7352 Bulk Sp Grav—Molded Specimen or Cores ASTM D-1188 53 7353 Maximum Density-Hveem CTM 308 84 7354 Stabilometer Value CTM 366 263 7357 Bituminous Mixture Preparation CTM 304 79 7377 Moisture Content of Asphalt t CTM 370 58 7378 Sampling Highway Materials/Products(Roadway Structural Sections)t CTM 125 per hour Quote 7379 Extraction by Ignition Oven . CTM 382 (8/2003) 55 .Rubberized Asphalt add 25% Task Mix Design/Control Method Per Test 7360 Mix Design—Hveem Including Aggregate Tests per Design ASTM D 1560/CTM 366 Quote 7361 Mix Design—Marshall Including Aggregate Tests per Design ASTM D 1559 Quote 7362 Field Mix—Hveem Stability per point ASTM D 1560/CTM 366 $158 7363 Field Mix- Marshall Stability per point ASTM D 1559 158 Task Moisture Vapor Emission Rate (MVER)Test Method Per Test 6325 Moisture Test Kit(excludes labor to perform test) ASTM E-1907 $57 Task Outside Services - Non-Destructive Testing (NDT) of Welds ANSI Quote Radiographic Testing Quote 'soil t material " soil& materials Resolution No. 09-129— Page 22 of 35 1-07P 10532 Acacia Street, Suite B-6 • Rancho Cucamonga,CA 91730 909.484-2205 • 909.484-2170 • www.leightommnsulting.com . Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY BASIS OF CHARGES FOR MATERIALS INSPECTION & TESTING REGULAR WORK HOURS: First 8 hours between 6:00 a.m. and 5:00 p.m. Monday through Friday, except holidays. TIME AND ONE HALF: After 8 hours and up to 11 hours Monday through Friday and Saturdays. DOUBLE TIME: After 11 hours and Sundays. TRIPLE TIME: Holidays: New Years, Memorial Day, Independence Day, Veterans Day, Thanksgiving and the day after Thanksgiving, Christmas Day and Labor Day. MINIMUM HOURLY A. Soecial Inspector (Field Time Only) CHARGES— 1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day..................2 Hours Inspectors&Technicians: 2. One-half working day or less.....................................................................................4 Hours 3. Over one-half working day/or begins before noon and extends into afternoon..........8 Hours B. General Inspector (Field Time Only) T. One-half working day or less.....................................................................................4 Hours 2. Over one-half working day/or begins before noon and extends into afternoon..........8 Hours C.Technician—Field/Concrete 1. Cancellation of Inspections not canceled by 4:00 p.m.on preceding day..................2 Hours 2. One-half working day or less.....................................................................................4 Hours 3. Over one-half working day/or begins before noon and extends into afternoon..........8 Hours CYLINDER HOLDS: After all designated 28-day breaks for a given set -meet specified compressive strength, all "hold" cylinders will automatically be disposed of, unless specified in writing prior to the 28-day break. OUTSIDE SERVICES: Outside services performed by others and direct costs expended on the client's behalf are charged at cost plus 20%. These expenses include equipment rental, parking, subsistence, photographs, co- insurance endorsement,etc. REPORT CHARGES: Secretarial time will be charged at$70 per hour. A maximum of 6 copies will be issued for each report. FILE SEARCH& Minimum$70 will be charged for Secretarial Time. - REISSUE OF REPORT: REPORTING: All reports contracted for by the client will be considered confidential information and submitted directly to him. We will require the authorization of the client prior to distribution to parties other than those designated in Section 1701 of the Uniform Building Code or Title 24, Part 1, California Administrative Code. PAYMENT TERMS: Payment for services is due upon presentation. If not paid within 30 days of the invoice date, they will be considered past due and a carrying charge of 1-1/2% per month (or the maximum rate allowed by law) will be added to the unpaid balance, until paid in full. Any Attorney's fees or other costs incurred in collecting any delinquent accounts will be added to the amounts due and shall be paid•by the party invoiced. COMPLETION: Inspector will remain on job until discharged by designated competent authority. CANCELLATION: No Charge if made before 4:00 p.m.of the preceding work day. See Minimum Charge. PARKING: When not furnished for Inspector, parking will be charged at cost plus 20%. SUBSISTENCE: On remote jobs,subsistence,when not furnished for Inspector, will be charged at cost plus 20%. INSURANCE: We carry worker's compensation, general, auto and professional liability insurance. Additional cost of any special insurance required by the client, including increased policy limits, adding additional insured parties, and waivers of subrogation will be billed at cost plus 20 percent. LICENSES&PERMITS: The additional cost of any special licenses or permits for a project will be billed at cost plus 20 percent. PREVAILING WAGE: The hourly rates provided are in compliance with prevailing wage requirements. As the rates for California Prevailing Wage increase,our hourly rates will increase accordingly. RESOIUYIOn No. 09-129—Page 23 Of 35 1-07P10532 Acacia Street, Suite B-6 • Rancho Cucamonga,CA 91730 909.484-2205 • 909.484-2170 • www.leightonconsulting.com - noineering Group, Inc. EXHIBIT "C', 2007 PREVAILING WAGE. FEE SCHEDULE 116501vGssion Park Dai,e,State 105 e P mcno Cucamonga,CA 91730 (909) 980.6455 Fa-,(909) 980-6435 Resolution No. 09-129 — Page 24 of 35 GENERAL FEE SCHEDULE FOR PROFESSIONAL &.. TECHNICAL SERVICES Professional Principal Engineer.......................................................... .................................................$165.00/hr. Registered Senior Engineer................................................................................ Registered Geologist....................... .....................1�5.00/hr. ............................................................. Certified Asbestos Inspector/Manager........................... .............................115.00/hr. .........................................................110.00/hr. Project Engineer/Manager........................................................................................................110.00/hr. Project Geologist................................................: I10.001hr. Chemist.......................... Environmental Specialist......................................................... 110.001hr. Project Administration & Analysis........................:............ . Field Engineer/Inspector............................................... ................ 110.00/hr. ...................................................105.00/hr. Field Geologist........................................................ Technical Engineering Technician........................................... .......................................$69.00/hr. Environmental Technician ............. ................................................................:....... AutoCad/Engineering Technician........:................. ...................69.00/hr. Support .......................................................................65.00/hr. Clerical.................................. .....................................:......................................:......$,45.GG/Report Subsistence......................................................................: ..........................................85.00/day. Resolution No. 09-129—Page 25 of 35 ENVIRONMENTAL SERVICES Asbestos Consultation and Analysis AsbestosProject Manager ......................................................................................................$110.00/hr. AsbestosTechnician...........................................................:........................................................85.00/h Analyze for Asbestos per EPA (PLM) Procedures .........................................................35.00/sample Consult for Asbestos Abatement............................................................................................. By Quote Wells Groundwater Monitoring Well Installations......................................................................... By Quote GroundwaterExtraction Well.................................................................................................. By Quote Vapor Monitoring Well Installation ....................................................................................... By Quote VaporPoint Installation............................................................................................................ By Quote VaporExtraction Well............................................................................................................... By Quote Environmental Drilling, Exploration, Travel Light Duty Drilling (continuous flight auger by Mobile Drill Minutemanor Giddings)............................................................................................$155.00/hr. Drilling (continuous flight, hollow stem auger or rotary wash, w/2 operators) CME 45 Drill Rig (truck mounted)......................::.................... ..............................175.00/hr. CME 55 Drill Rig (truck mounted)..............................................................................185.00/hr. Mobile Drill B-61/HDX Drill Rig (truck mounted)...................................................185.00/hr. Mileage (support vehicles)............................................................................................00.50/mi. Mileage (drill rig).............:::............................................................................................00.80/mi. Other Equipment & Services Rates Sample Container Charge: Stainless Steel Tube (including caps, Teflon/aluminum foil, labels, etc.)..............$10.00/ea. 6" Brass Sleeves (including caps, Teflon/aluminum foil, labels, etc.) ........:...............5.00/ea. Personal Protective Equipment............................................................................................... By Quote Hydropunch E Screen/Points/Seals........................................................................................ By Quote Moss Wire Line Continuous Core Soil Sampler..................................................................300.00/day Steam Cleaner or Pressure Washer.......................................................................................125.00/dap MagneticCable Locator............................................................................................................ By Quote PhotoionizationDetector........................................................................................................100.00/day Hermit 2000 Datalogger Aquifer Testing Equipment..........................:.....:......................... By Quote Magnetometer............................................................................................................................ By Quote Electromagnetometer................................................................................................................ By Quote Clean-up/Remedial Equipment............................................................................................... By Quote Chemical Analysis of Soil and Groundwater Samples........................................................ By Quote Resolution No. 09-129— Page 26 of 35 GEOTECHNICAL SERVICES Soils - Foundations - Geology Exploratory Drilling, Sampling and Travel Light Duty Drilling (continuous flight auger by Mobile Drill Minuteman or Giddings, operator onl r Drilling (continuous flight, hollow stem auger)or rotary wash, w/2 operators) S �J 00/h CME 45 Drill Rig (truck mounted)............... CME 55 Drill Rig ............................................................. g (truck mounted)..........- 175.00/hr. Mobile Drill B-61/HDX Drill Rig ..................... (truck mounted)................................................... 185.00/hr. Mileage (support vehicles)........... 185.00/hr. Mileage (drill rig) ........................................................00.50/mi. ................... Laboratory Tests ...:.........................................................00.80/mi. Sieve Analysis, Coarse, ASTM C 136................. Fine (including wash ••............................................. g ), ASM C 137, C 177....................................................................... 160.00/ea. Hydrometer Analysis, ASM D 422 95.00/ea. Specific Gravity, ............................................. Bulk SSD, Coarse, ASPM C 127, C 117.-.......-.,•-•, .....90.00/ea. Fine, ASTM C 128......................................... ....115.00/ea. ................................ .......................................................................... tterberg Limits, ASM D 4318........... 195.00/ea. ........................ Moisture-Density Relations of Soils, ASTM D 698, D 1557, State 216 ...............................175.00/ea- . . . ..................... ...............................160.00/ea. Consolidation Test ASTM D 2435 Triaxial Compression Test, ASM D 2850 .............................225.00/ea. Unconsolidated, Undrained................................................. Consolidated, Undrained............ . .. 235.00/ea. Consolidated, Undrained with Pore Pressure.............•-• ••-•325.00/ea. Unconfined Compression Test, ASTM D 2166 ...............500.00/ea. Expansion Index, UBC-29-2 ........ ........................................................................85.00/ea. Direct Shear Test, ASTM D 3080 .....................195.00/ea. Consolidated, Drained, 3 points................ Permeability, Constant Falling ................................ , Head, ASM 2434......................... ............. .....................213.00/ea. Permeability, Falling Head/Flexible Wall - Permeability, Falling Head/Flexible Wall (ASTM D5084),M Do084), 1.4"-4" ..................................... Permeability, Falling Head/Flexible Wall (ASTM D5084), 62" ............................. 3��•00 ea. .....................................450.00 ea. Permeability Sample Remold .............................. .....:. 750.00 ea. Sulfate Content....................: .....................I...............40.00 ea. "R" (Resistance) Value, Cal. 301, ASM D 2 "R" (Resistance) Value, Lime Treated or Requiring Recombn •'•-•.••••••. ••••• •••"""•-240.00/ea. California Bearing Ratio, ASTM D 1883.... iru ...................................n g.....................................280.00/ea. Plate Bearing Test, ASTM D 1195, D 1196..** 196.............................................................................. B 650.00/ea. Index Tests not Listed.......................... y Quote ............................ By Quote Resolution No. 09-129— Page 27 of 35 CONSTRUCTION TESTING AND INSPECTION SERVICES Administrative Engineering Review................ ...............................................................................................$110.00/hr. Report Preparation.................................................. ..............................................................45.00/report Job Site Inspection SoilCompaction......................................................................................... . Masonry, Concrete, Gunite, Epoxy .....................$69.00/hr. P yTorque' .....................................................................................69.00/hr. Structural Steel, Welding, Bolt Torque.......................... Pile Driving, Soldier Beams Shoring, 69.00/hr. ................................................ , b Caissons..............................................:. Build-up Roofing, Fire Proofing .........o..........110.00/hr. Plant Inspection Structural Steel Fabrication........................................................................ Concrete Batch Plant.................:. ...'........•••••-••..........$69.00/hr. ...................................................... _ Pipe Plant (Reinforced Concrete, Clay, etc).............. ""' """""""' 69•DO/hr. Glue-Laminated Fabrication (Local).................... 69.001hr. Asphalt Batch Plant.....:.................... 69.00/hr. .......................................................... --.-....69.00/hr. Nondestructive Examination Ultrasonic, Magnetic Particle, Dye Penetrant Radiographic.............................................. : . .................................................... B y Quote Pachometer................................................... ............. ... .................................................. By Quote ................................................................................ B Schmidt Hammer.................................... y Quote ................................................................................... By Quote Coring Technician and Equipment.................... Bit Charge...... $130.00/hr. ...........................................................:....................7.00/inch Resolution No. 09-129- Page 28 of 35 Concrete Cylinder, Beams & Cores Compression Test, 6" x 12" Cylinders, Including Hold, ASTM C 39 (set of 4)...............$100.00/set Compression Test, Cores, ASTM C 42 (Does Not Include Special Prep. time)..................50.00/ea. CoreCutting (In Laboratory)................ . . ... .. .... ....................................................................40.00/ea. Flexure Test, 6" x 6"Beams, ASTM C 78 ............. ......................................9 Splitting Tensile, 6"x 12" Cylinders, ASTM C 4:96-.......................... 5.00/ea. ...................................... 50.00/ea. Modules of Elasticity Test- Static, ASTM C 469 .....................................................................85.00/ea. Unit Weight Determination ................................... ................................... . ................................25.00/ea. Shrinkage Length Change (3 Beams, 4 Readings, Up to 90 Days), ASTM C 157 Modified ..................$260.00 Additional Reading.............................. ... 30.00/3 bar set Storage Over 90 days, Per set of 3 Beams.......................... ...............................................20.00/month Mix Design Aggregate Tests for Concrete Mix Designs Only, Including Sieve Analysis, Specific Gravity, No. 200 Wash, Organic Impurities, Weight Per Cubic Foot, Per Aggregate Size ....................................... ....$400.00/ea. ............................................................. Review of Mix Design Prepared by Others.............................. ......130.00/ea. ....................................... Trial Batch, ASTM C192............................................................................................................900.00/ea. Resolution No. 09-129—Page 29 of 35 Reinforcement Reinforcing Steel ASTM A 615 Tensile Test, No. 11 Bar or Smaller........................................................................................ $50.0U/ea. BendTest, No. 11 Bar or Smaller...............................................................................................45.00/ea. TensileTest, No. 14 Bar ..............................................................................................................70.00/E!a. TensileTest, No. 18 Bar ..............................................................................................................80.00/ea. Receive and Distribute Mill Certificates....................................................................................10.00/ea. Welded Specimens Tensile Test, Welded, No. 11 Bar or Smaller .........................................................................$50.00/ea. Tensile Test, Welded, No. 14 Bar.............................................. ........ ..... ..................... ....... ....... .80.00/ea. Tensile Test, Welded, No. 18 Bar................................................. ..... .......... .... .... ............... ........80.00/ea. Tensile Test, Mechanically Spliced Bar ............................................... ........ ......... ............ ...... 115.00/ea. NickBreak, Welded Re-Bar........................................................................................................30.00/ea. Prestress (Attachments To Be Furnished by Client) Tensile Test and Elongation In 24" for Prestress Strand, ASTM A 416..............................$95.00/ea. Tensile Test and Elongation In 10" for Prestressing Wire, ASTM A 421....:........................50.00/ea. Modules of Elasticity (Prestressing Wire)........................................... 110.00/ea. Agb egates Basic Tests Sieve Analysis - Processed (Each Size), ASTM C 136.........................................................$100.00/ea. Sieve .Analysis - Pit Run............................................................................................................165.00/ea. Specific Gravity, Coarse, ASTM C 127.....................................................................................95.00/ea. Specific Gravity, Fine, ASTM C 128......................... ..............95.00/ea. ................................................... Absorption, ASTM C 127, 128...............:.... .. 50.00/ea. . .............................................................................. Unit Weight Per Cubic Foot, ASTM C 29............................................. .. . . 55.00/ea. Deleterious Materials OrganicImpurities, ASTM C 40..............................................................................................$80.00/ea. Clay Lumps and Friable Particles, ASTM C 142...................................................................115.00/ea. Material Finer than No. 200 Sieve, ASTM C 117.....................................................................65.00/ea. Coaland Lignite, ASTM C 123................................................................................................115.00/ea. SoftParticles, ASTM C 235.........................................................................................................80.00/ea. AcidSolubility .......................................................................................: ..........40.00/ea. ........................... Resolution No. 09-129 —Page 30 of 35 Physical Properties Soundness - Sodium or Magnesium (5 cycle), ASTM C 88...............................................$390.00/ea. Abrasion (L.A. Rattler 100 b 500 cycles), ASTM C 131.........................................................5.00/ea. Potential Reactivity (Chemical Method 3 Determinations), ASTM C 289 ........................450.00/ea. Potential Reactivity (Mortar Bar Method, ASTM C 227 ......................................................500.00/ea. Percent Flat or Elongated Particles, CRD C 119"...................................................................130.00/ea. Percent Crushed Particles, Calif. 205....................................... ................105.00/ea. State Tests Cleanness Value, CAL. "7......................... ..............$130.00/ea. DurabilityIndex, CAL. 229......................................................................................................195.00/ea. Sand Equivalent (Average of 3), CAL. 217........."...................................... .........95.00/ea. ..................... Clay by Hydrometer Methods, ASTM D 422....".....................................................................90.00/ea. "R" (Resistance) Value, CAL. 301, ASTM D 2844.................................................................?40.00/ea. "R" (Resistance) Value, Lime Treated or Requiring Recombining .....................................280.00/ea. Asphaltic Concrete Stability Tests Hveem, Pre-Mixed, CAL. 304................................... ..........$290.00/ea. Hveem, Lab-Mixed, CAL. 304..................... ......400.00/ea. .......................................................... Marshall, Pre-Mixed, ASTM D 1559 ...........................................................................290.00/ea. Marshall, Lab-Mixed, ASTM D 1559 ........"................................0................................400.00/ea. Maximum Density Hveem, Pre-Mixed, CAL. 304.......................................0..............................................290.00/ea. Hveem, Lab-Mixed, CAL. 304.................................................... .400.00/ea. ................................ Marshall, Pre-Mixed, ASTM D 1559........................................6..................................290.00/ea. Marshall, Lab-Mixed, ASTM D 1559 ......................0...........0.6.....................................400.00/ea. Gradation on Extracted Sample (including Wash)........".............o........................................180.00/ea. Maximum Theoretical Unit Weight (Rice Gravity) ASTM 204..........................................._250.00/ea. Complete Asphalt Concrete Mix Design (Hveem or Marshall) ......................................... By Quote Extraction, % Asphalt, ASTM D 2172 (Method B) or CAL.310 Excluding Ash Correction..............................................0.............................................160.00/ea. PenetrationASTM D ....................................................................................0...........................720.00/ea. AsphaltCore Density..................................................................................................................35.00/ea. ACContent, CAL 382 ................................................................................ .160.00/ea. .............................. Resolution No. 09-129—Page 31 of 35 Masonry and Related Materials Brick ASTM C 67 Modules of Rapture (Flexure)......................................... ...$65.00/ea. ...................................................... CompressiveStrength.................................................................................................................40.00/ea. Absorption - 5 Hour or 24 Hour................................................................................................50.00/ea. Boil, 1, 2 or 5 Hour.......................................................................................................................50.00/ea. InitialRate of Absorption...........................................................................................................40.00/ea. Efflorescence.................................................................................................................................50.00/ea. Dimensions, Overall, Coring, Shell and Web Thickness ...................................................16.00/brick Coefficient of Friction (Slip Test)...................................... ......30.00/ea. ................................................... Cores, Compression .....................................................................................................................40.00/ea. Cores, Shear, 6" and 8" Diameter, 2 Faces............................................................................. 60.D0/core Concrete Block ASTM C 140 MoistureContent as Received.................................................................................................$40.00/ea. Absorption.................................................................................................:..................................65.00/e a. Compression.................................................................... ....70.00/ea. ......................................................... Tension........................................................................................................................................130.00/ea. Shrinkage, Modified British, ASTM C 426................................. ........ ....................................130.00/ea. Compression, 4,/6/8 Cores..........................................................................................................65.00/ea. Masonry Prisms ASTM E 447 Compression Test, Grouted Prisms ......................................................................................$150.00/ea. CuttingPrisms ............................................................................. . . . By Quote ................................... . . Unreinforced Masonry Building Tests In-Place Shear (Push) Tests ......................................................................................................By Quote 15 Degree Core Shear Tests......................................................................................................By Quote WallAnchors..............................................................................................................................By Quote Mortar & Grout UBC Standard 24-22 Compression, 2" x 4" Mortar Cylinder ...................................................................................$25.00/ea. Compression, 3" x 6" Grout Prisms...........................................................................................25.00/ea. Compression Test, 2" Cubes, ASTM C 109 ..............................................................................30.00/ea. Gypsum Roof Fill ASTM C 495 CompressionTest......................................................................................................................$16.00/ea. Density ............................................................................................. ...........25.00/ea. .................................. Resolution No. 09-129— Page 32 of 35 Gunite Compression, 2, 4, 6" Cores, ASTM C 42................................................................................$40.00/ea. Roofing Tile Roofing Tile Breaking Strength per U.B.C.............................................................................$25.00/ea. RoofingTile Absorption.............................................................................................................40.00/ea. Roofing Tile Additional/Special Tests.................................................................................... By Quote Slate Modulesof Rupture...................................................................................................................$50.00/ea. Modulesof Elasticity.................................................................................................................130.00/ea. WaterAbsorption........................................................................................................................50.00/ea. Weathering ................................................. ...........65.00/ea. ....................................................................... Fireproofing Tests FieldSampling by Technician.:.............................0­..............o............................................6...$75.00ft. Oven Dry Density.................................................................................. .....40.00/sample ......................... Miscellaneous and Specialty Testing Testing Machines Testing Machine with Operator in Laboratory 60,000 to 250,000 Machine (Compression Only) 30 Minutes including set-up time, Minimum................................0...............................$110.00 60 Minutes including set-up time, Minimum............:...:.................................................160.00 400,000 Pound Machine (Universal) 30 Minutes including set-up time, Minimum..................................................................160.00 60 Minutes including set-uptime, Minimum.............................0....................................225.00 LoadTests....................................................................................................................... By Quote Calibration of Skidmore-Wilhelm Device S Torque Wrench Calibration of Skidmore-Wilhelm Device, in Lab................. .. ............................................... ..... $70.00 Calibration of Torque Wrench, each bolt size (3 Required) ................................................:.......60.00 Calibration of Hydraulic jacks FirstJack............................................................................................................................................$70.00 Each Additional Jack (same time).......................................................................................60.00 Preparation of Electrical System for Test, each................................................0.................... By Quote Note: Extra handling charges will be made on any ram or pump too heavy or bulky for one man to safely lift. Resolution No. 09-129 — Page 33 of 35 � � API Gaq�� [`�G6Iat�oz-`..-.... , ~^`^,^^^`^^`'...................................................................$40.A0/e6- - Hydrostatic `,_._^_^_,,~`,,,-.,.^.^-.,.-. BnQo0te � Manhole Cover Tests }-3..............................................................................-^~^-^`-`~~-^~^~~`~~~^`^-^ $l�� 80/�a More than 3-..-.~-`.^,,,`,,,~,� � -^^� � `'^ � 858O/ea. Mechanical Teatin�� ��erviceS Tensile Test - N0 Strain Me aSoreoz2nt Yield by Halt 0fDial U }�t8T00,000`ilb......................................... 0 .0A /"e a .l00,@0] hJ200,000 lb. .^... `^^`~^.^-^^~^-^-^^^~^^-^^`'^^^`~-.. �45.00/p~.}ver 200,800l], each ,,,^,,^,,^,.,,_,_,,,,,,_,`,,^.^,-.^`.. ByQuote 7erS�e7e�- Me -- - ---..t �~°^~` ^^ �t2rf0r Strain ..-^...... �3000/pb.7eosil2TeSt- EleLtz8zC � ' ----- ^ ^ with ReC()rd£dPzilt0ot........................................ 50°"/t-st More than Ttest...`..,..^..... _,,_^^`^,,^,,_,,^,^,,,,_~..... ^ RvinOte.Oad7ests, � end, Impact, Axial, R3rkir`o.^,......^..-^`^^..-.-., � Ry[ nOttSbai} Gal �� 72Stl��z .,.^.~�.. - -~ ~ ........... ^~~^^^~~^`^^`^`~-^~~^^^`^^^-....'...]0.0O/pn. Note: S0ckeLSd6ncieot ' � Salt ��� � za� SetUnGl95.00 24 Hours, per panel....................... ................ ^^^^^`^`^^^^^~^^^~~._._^.-....,^,.-...40.00 � _ uter Aided Data Acquisitionwf ACCelezation......~..,,^,,,, Vibration..-..^`,,`,^_,.� '..-~`,.-........................, - ^`~^^~`^-^. By \ o Ote ,.^,,_,,^`_,_,,, , .`.-. BvQuote Movements (l.000Tinch)...� ^,,^,.^,,^,_,^.,^ _,^,,,~..,~^~. . Byvn0te Pressure....~-..-,,,,,^,,. `^^^^^-^`-^^~-~-^^- ` ~`~`^~,.^ By Quote Marhize -0ntrolM0venent,.^,,..,..,.^,..,.^`_, ^`^^ ~^-^^^-^^^~~ oy Qo002Tpn »erature^`.^`..',~_,,`,,^,,,_,_,,_,,^^`,_,-^^-^^^^`^^^^-^-^^._... oyQuote Stza� Ga��� - -^^`^``~-~-^^^ `.By QuoteStress ' ,,,_,,,,^` , ~_,,^_^`, ,^`,_, `,^,^,,`,,~..`.,._.^`.Rn }oUte Resolution No. 09-129-Page 34 of 35 Metals Weld Procedure Qualification and Welder Qualification WeldTensile Test................................................................................. $oQ00/ea. ............................. Weld Bend Test:........................... ....................................................0..........................:................33.00/Ea Machining for Weld Test, 1/2" thickness and less........ ........0-.00/ea. Machining for Weld Test, over 1/2" thickness.........................................................................47.00/ea. Weld-Macro Etch................................................................................... ......... ...:........................52.00/ea. Weld-Fracture Test........................... .......................................:.......:...........................................33.00/ea. Weld-Radiographic ..........................................................0....... .... ....... By Quote ..................................... ReportCharge ........................................................................ ...... .................... 45.00/ea. ..... .......... Weld Procedures Qualifications.......................:...................................................................... By Quote Resolution No. 09-129—Page 35 of 35