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