Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Reso 037-92 BSK-DBX Soil
RESOLUTION NO. 37-92 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING AGREEMENT WITH BSK & ASSOCIATES FOR SOILS AND CONSTRUCTION MATERIALS TESTING AND OBSERVATION FOR DUBLIN BLVD. EXTENSION FROM DOUGHERTY ROAD TO TASSAJARA ROAD WHEREAS, the City of Dublin plans to extend Dublin Blvd. from Dougherty Road to Tassajara Road, and WHEREAS, this road will be constructed in two phases: Phase I extends from Dougherty Road to Southern Pacific Railroad right-of-way, and Phase II extends from Southern Pacific Railroad right-of-way to Tassajara Road, and WHEREAS, soils and construction materials testing and observation for Dublin Blvd. Extension road improvements is needed and WHEREAS, services, and the work, contract personnel are needed to perform these technical BSK & Associates has demonstrated adequate ability to perform NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does approve the agreement with BSK & Associates to perform soils and construction materials testing and observation for Dublin Blvd. Extension Project. BE IT FURTHER RESOLVED that the City Manager is authorized to execute the Agreement. PASSED, APPROVED AND ADOPTED this 13th day of April, 1992. AYES: NOES: Councilmembers Howard, Jeffery, Moffatt, and Mayor Snyder None ABSENT: Councilmember Burton a: \reso\soi lsdbx ...... ::,,...~..,..,.'~ ' ." "' "' "' "; '. """ ." " .... .: " .~. "": ,. .'.~·' g'7.'~ ': ..~', .," ,.'-'. ..~ .... ..' ; "' ".',;.. "',',~". ', '~ . ' . . .... ,.,.,. ..,..%:... .~ .*...'.. ,. .,'..;'o~ .,:.... .,:.. .... , · . . .., ,.. . . ... ... . ,' . . .'; '......"....,, ,..:.. :' '... '..'. · .~,.~ .:' .'... ..;,,.., '.~.': ,.'.,,' ......~ .... .., ~..~:'..',...,.~.,,.."" ... ....'.. , '.', ,.'.;.,. ,,....',.....' ,r ......,., ,. ... ....' '...- · . '...'~ .. .',. . ~'.. '..'. ~.: . = .: . ,.'. ......,.. ......,. .,~., .... . ..,.........., .. ........ ,. ., "'" ' '~" '°" ' ".v."' ~ ·" "" "" """- ' ' "" " ,' ,"' ":' '~ ' ' " ~' · ~' ' ' ' ..' .. . '. .. ,' . ' ~ , ... ,... ..',..,-. . ... . ,,. . ,. ....... . .,.,.. ..... ; . . o .. . .:..,. .,~ ,. ...... ..... . ..;. . .. :... . ..~ .'... ~.~.' . -.. . ...':'... ...: . . ...... ~'. ,:. , '. ;'.... ~ ' .., ........ :.....,....: ,. ., · .... · · .~.~.~ '."... .. ,., . .. ~ , .. , . . ,, . , ,~,'~' ' ' " · ~.' ' , . · ,,. ,. . . . .. "..' ,~ .'.,"'.~,. r .. .. ' ~ · '. ., ~ ' "':""'i.'~" ' ':""""":"""'~ ""~' ' ""'~""':";""';" ""~' ' "" : ' .., ..~, · . .: . ~ ' ...' ., :,'. ; .....' .' ~. '....' , ." .... ;.' .,'; . .... · ".' ,, .- .. ,,"' . , .',' .,o . .., . .' .'. .. . . ,. . ~, .. .. .: . , .,,' ,. ....... ~ '~ . ,, r.~.~.., ,,. .. ,'....~.:......,. ...,..,.,,.,..:. ..'. ';. ~" ~ .~ '. . ~ '~ . . ~' ~ , "'. .,,'. ,". . ~. '..., ' ' "' "' "" °' "'. '?."'."':r.,' :;...:' ,... . . ..~ .. ..~ ,'.~ .. ,.,. .; . . . '. .. ,.. · ..,,~ '... . , '. ~:~; · · .. .'. .;. ," , · , . .. '. ,...~,....' , · .... , . ::-, . · ,,.~ ~ ,' · . . ,': . . ·. .~'..~ .. . · . . . .... ...... ~..., . . ."". :,:! ........-...;, ..;,~ ..~,., ....: '~.,, .....,..-: .: ...;..,,....'.... .. :. :...:. i;!!i~ ' ' ' ' "'; "", ' ' ' "" ;' ""' ~: *? "" ""' ....."""* ';'? ~' """~ '~'~' "':*' ";' ·" *";' :"' .. .. . . .. . , .,:~ .......,,...'~',.. ........, ',,:; '~:.:;.,;.,,;.., ,..~......,.., .;;,,.,..,,, .~ ,, ~: :...,.. .~. JAN UARY 1992 FEE SCItEDULE INTRODUCTION BSK & Associates, Geotechnical Consultants, Inc. was rounded in Fresno, California, in 1966. Since that time, offices and laboratories have been opened in Visalia, Bakers field, Pleasanton, and Sacramento, California. Modern and complete laboratories with up-to-date field and laboratory equipment are maintained in each regional facility. A diversified professional staff of engineers, geologists, and chemists provide the practical knowledge and experience of local problems and practices. The finn offers a wide variety of consulting and testing services and is recognized as an Engineering News Record Top BOO consulting firm. This schedule lists Personnel Rates, Equipment Changes and Testing Fees for Geotechnical Engineering, Engineering Geology, Environmental Services, Construction Inspection and Soil and Materials Field and Laboratory Testing activities. Chemical Laboratory Fees are published in a separate schedule and are available by contacting the Analytical Laboratory. OFFICES Branch Addres~ Telephone Fresno, Geotechnical/Environmental 1645 'E" Street, Suite 105 (209) 485-3200 Fresno, California 93706 (fax) 485-7427 Fresno, Materials Testing Laboratory 1445 'F" S~eet (209) 485-0100 Fresno, California 93706 (fax) 485-6140 Fresno, Analytical Laboratory 1414 Stanislaus S~reet (209) 485-8310 Fresno, California 93706 (fax) 485-6935 Visalia 808 East Douglas Avenue (209) 732-8857 Visali~, Califomi~ 93291 (fs.x) 732-6570 Bakersfield 117 'V" Street (805) 327-0671 Bakers field, California 93304 (fsx) 324-4218 Pleasanton 1181 Quarry Lane Bldg. 300 (510) 462-4000 :'~ P~easanton, California 94566. (fax) 462-6283 Sacramento 990! Horn t~oad, Suite C (916) 363-1871 Sacramento, Cal~omia 95827 (fax) 363-1875 2/92 BASES OF CHARGES The prices listed herein are typical of engineering, inspection and testing services most frequently pravided by BSIC Prices for other services and special quotations will be given upon request. Fees are subject to change without notice. Unit prices shown for the laboratory work, include reporting of laboratory test results and observations not calling for recommendations or conclusions. Field charges do not include office preparation of test sunnuary and report. Use of outside services, subcontractors, special equipment, machining, freight, and other charges are invoiced at cost plus 15% senrice charge. The charge schedule listed below is the basis for invoicing of Jobsite field activities for other than Professional personnel. Work over 8 Hours/Saturdays Sundays, Holidays & Over 12 Hours Swing Sl'dft (4:00 P.M. to Midnight) Graveyard Shift Work from 0 to 4 Hours Work From 4 to 8 Hours Show-up Time (No work Performed) Sampling, Minimum Charge Bill Time and a Half Bill Double Time Add $9.00 per Hour Add $12.00 per Hour Bill 4 Hours Bill Actual Time B~I 2 Hours Bill 2 Hours Times are invoiced portal-to-portal from the nearest BSK office/laboratory. Per Diem is charged at a rate of $85 per day or expenses plus 15%, whichever is greater. Mileage, when applicable, is $0.40 per mile. Drill rig, rig support vehicles, heavy equipment trucks and 4-wheel drive vehicles are $0.50 per mile. 2/92 PERSONNEL RATES Senior Principal ................................................. (Per Hour) Principal ...................................................... (Per Hour) Senior Engineer/Geologist/Certified Industrial Hygienist ............. ' ..... (Per Hour) Project Engineer/Geologist ........................................ (Per Hour) Staff Engineer/Geologist .......................................... (Per Hour) Junior Engineer/Geologist ......................................... (Per Hour) Deposition and Court Testimony. Four-HOur Minimum Charge (Senior Principal, Principal) ...................................... (Per Hour) *Preparation for Deposition and Cour~ at Reguiar Hourly l~tes Supervisor ..................................................... (Per Hour) Senior Inspector ................................................ (Per Hour) Senior Technician ............................................... (Per Hour) Inspector II (ICBO-Certified) ....................................... (Per Hour) Technician ]I ................................................... (Per Hour) Inspector I ..................................................... (Per Hour) Technician I ................................................... (Per Hour) Technical Aide ................................................. (Per Hour) OFFIGE ~ LABORATORY TEGH1VIGAA Supervisor ..................................................... Senior Technician ............................................... Technician .................................................... Draftsman ..................................................... Technical Aide ................................................. Word Processor ................................................ General Typist/Office Aide ........................................ (Per Hour) (Per Hour) (Per Hour) (Per Hour) (Per Hour) (Per Hour) (Per Hour) $125 105 95 85 74 64 '140 $ 68 58 58 52 52 46 46 40 $ 68 B8 46 40 40 35 30 EQUIPMENT CHARGES 2-V~heel Drive .................................................. 4-VQ'heel Drive .................................................. Drill Rigs ...................................................... (Per Mile) (Per Mile) (Per Mile) MATE TESTING Portable Power Auger ............................................. (Per Day) Nuclear Density Gauge ............................................ (Per Day) Nuclear Density Gauge (Partial Days) ............................... (Per Hour) Ultrasonic Weld Testing Equipment .................................. (Per Day) Torque Wrench .................................................. (Per Day) Anchor Testing Equipment ......................................... (Per Day) Schmidt Hammer ................................................. (Per Day) Skidmore Wj.Lhelm Bolt Tension Calibrator ............................. (Per Day) 'R' Meter ....................................................... (Per Day) Scanning Equipment (for Plate Thickness) ............................. (Per Day) Inductive and Conductive Pipe Locator ............................... (Per Day) Sound Level Meter ............................................... (Per Day) Wood Mojsture Meter ............................................. (Per Day) Electronic Flow Monitoring Equipment .............................. (Per Week) Electronic Liquid Proportional Sampling Equipment .................... (Per Week) pH Meter: ...................................................... (Per Day) Explosive Gas Meter .............................................. (Per Day) Dissolved Oxygen Meter ........................................... (Per Day) OVIVI or PID Meter ............................................... (Per Day) Air Meter (Concrete) ............................................. (Per Day) $0.40 0.50 0.50 $ 25 30 B 30 20 30 20 30 30 30 20 30 20 300 ZS0 20 20 20 30 30 Equipment Charges Do Not Include Operators EQUIPMENT CHARGES (Continued) DRr~.r. nVG ,, Mobile B-SO, Mobile B-53 (Flight Anger, Only - One Operator) ............. (Per Hour) $ 95 Mobile B-SO, Mobile B-53 (Flight Auger or 8-1nch Hollow Stem Auger - Two Operators) ..................................... (Per Hour) 140 Mobile B-53 (10-inch Hollow Stem Auger - Two Operators) ............................................... (Per Hour) 145 CME-75 (Flight Auger. 8 or 10-Inch Hollow Stem Auger or Rotary Wash Boring - Two Operators) .................................... (Per Hour) 145 Casing. Drill Mud, Shelby Tubes, Outside Services .............................. Cost + 15% Diamond Coring - Wire Line or Casing (Includes Two Operators) .......... (Per Hour) 150 Diamond Bits ........................................................... Cost + 15% Hazardous Waste Sites (Levels A and B) ................. (Surcharge Per Man Hour) 50 Hazardous Waste Sites (Level C) ...................... (Surcharge Per Man Hour) 10 OVM or PID Meter ............................................... (Per Day) 30 Steam Cleaner .................................................. (Per Day) 100 Support Truck ................................................... (Per Day) 100 GORING Coring Equipxnent and One Operator ................................ (Per Hour) $ 90 Coring Equjpntent and Two Operators ............................... (Per Hour) 130 B/T GHARC~S Gore DIameter Concrete and Masonry Asptmlt and Soft Cement g" $ S/Inch $ 3/Inch 3" 6/Inch 5/Inch 4" 9/Inch 6/Inch 6" 13/Inch 9/Inch 8" 15/Inch 11/Inch (4" Minimum Bit Charge Per Core) *C57 Drilling Contractor License Number 490942 ~92 EQUIPMENT CHARGES (Continued) Nimbus 12-Channel Seismograph with Recorder ........................ (Per Hour) $ 65 Explosive Charge ....................................................... Quotation Resistivity Meter ........................................... - ..... (Per Hour) 25 Magnetometer .................................................. (Per Hour) 25 Trjaxial Downhole Geophones ..................................... (Per Hour) 30 Well Pumping and Sampling Equipment ...................................... Quotation Neutron Moisture Gauge (100' Maximum' Depth) ....................... (Per Hour) 30 Neutron Moisture Gauge (Greater Than 100' Depth) ............................ Quotation (THE FOLLOWING EQUIPMENT MAY BE AVAILABLE FOR RENT) Nimbus Instruments 12-Channel, Signal-Enhancement Seismograph, for use with Hammer or Explosives ................................. $600 plus $200 Per Day Cables Available: 110 Feet 220 Feet 550 Feet Dual Triaxial (30rthogonal Geophones) Downhole Geophones with Switch Box and Connectors. Geophone Packages Spaced 10 Feet Apart on 150 Feet of Cable ......................... $270 plus $90 Per Day Bison Resistivity Meter with Cables and Probes ........................ $150 plus $50 Per Day Geometfics Magnetometer, Proton Precession Type _ Gamma Accuracy, Lightweight, Mounts on Backpack ........................ $210 plus $80 Per Day Shipping Charges, Handling and Insurance are Additional Costs to be paid by User. Shipping Time, round-trip, is charged at rates published above. *Equipment Charges Do Not Include Operators CaOUNDWATER SAMPLING Sampl~tg Gear Steam Cleaner Well Sounder .................................................. (Per Day) ............ :~'. ............................. : ....... (Per Day) ................................................... (Per Day) $100 100 20 2/92 LABORATORY TESTING L SOn.S GO/14PAGT/ON CURVES AASHTO T-99, ASTM D-698 ................................................ AASHTO T-180 or ASTM D-1557 (4' Mold) .................................... AASHTO T-180 or ASTM D-1557 (6' Mold) .................................... California Impact Method 216 .............................................. Check Point ........................................................... Corps of Engineers (AASHTO Modified) ...................................... Relative Density, ASTM D-2049 (Vibrating Table) ............................... PARTIGLE .%vzN ANAL YSJES Sieve Analysis, Pit Run with 200 Wash ........................................ Wash Analysis, ASTM C-117 ............................................... Hydrometer Analysis, ASTM D-422 .......................................... Specific Gravity, ASTM D-854 .............................................. Visual Analysis ......................................................... Sand Equivalent, ASTM D-2419 (3 Delerminations) .............................. ATTERBERG AI~HTS Liquid Limit, ASTM D-4318 ................................................ Plastic Limit, ASTM D-4318 ................................................ Plasticity Index, ASTM D-4318 .............................................. Shrinkage Factors. ASTM D-427 Shrinkage Limit ................................................... Shrinkage Ratio (Includes the Above) .................................. Volumetric Shrinkage (Includes the Above) ............................. Linear Shrinkage (Includes the Above) ................................. MOISTURE-DENSITY TEST Laboratory Detenuination of Moisture and Dry Density - "Undisturbed' Specimen, Obiained In-Situ, Each Specimen ................. SWEn~. TESTS Swell Tests, FHA Specifications ............................................. Swell Tests, ASCE Expansion Index - U.B.C. Standard No. 29-2 .................... SHEAR TESTS Direct Shear, Undisturbed (Quick) (3 Point Curve) .............................. Direct Shear, Remolded (Quick) (3 Point Curve) ............................... $120 140 180 150 80 180 200 $100 50 100 60 20 70 $ 70 70 140 140 150 160 170 $ 20 $160 160 $150 190 LABORATORY TESTING (Continued) SOILS (Con nued) Triaxial Compression Testing and Pore Pressure Measurements, Strain-controlled, Stress-controlled, Creep Potential Determiuation ................ G~TION TE~TS ASTM D-2435 (8 Point Curve) .............................................. Extra Points ............................................................ Hydrocompaction Potential ................................................ UNGONFIIVED COMPP~ESSrON TEST ASTM D-Z166 (Stress/Strain) ............................................... ASTM D-2166 (Failure Point only) ........................................... 'R' VAE, UE DETERMINATION California Method 301. Untreated Material With Stabflometer Tests and Moisture-Density Determination ................ Samples Containing Aggregates. Cement. Lime. or Other Additives ........... GALrFORNI~ BE;iRING R~TIO (GBR) CBR at 100% of Maximum Dry Density. ASTM D-1883 Inclusive of Maximum Density Curve. or AASHTO T-180. Method "D". 1 Point Method ......................... CBR at 95% of Maximum Dry Density. ASTM D-1883 Inclusive of Maximum Density Curve. or AASHTO T-180. Method "Du. 3 Points Method ........................ PEP, MK~~ TESTS Quotation $300 30 150 $ 60 40 $190 210 $350 600 Rigidwall Constant Head .................................................. $160 Flexible Wall. Constant Head. Using Triaxial Apparatus .......................... 300 Other forms of Permeability Tests ........................................... Quotation Multiple Head Series ..................................................... $150 2/92 LABORATORY TESTING (Continued) SOILS (Continued) Minimum Resistivity ...................................................... pH ............................................................... Major Ions; pH, EC, Sullate & Chlorides (Saturation Extract) ...................... · .~]I, CEMENT TESTS Soil Cement Mix Design per PCA Soil Cement Laboratory Handbook Chapter 5 - Includes Afterberg Limits, Sieve Analysis. Moisture-Density. Compression Tests and Freeze-Thaw or Wetting-Drying Tests ................................................... Freeze-Thaw Tests, Set of 3 (Sample Preparation Not Included) ................... Wetting-Drying Tests, Set of 3 (Sample Preparation Not Included) .................. Preparation of Freeze-Thaw or Wetting-Drying Tests, 3 Sets of 2 Specimens at Varying Cement Content ........................ Compression Tests, Laboratory Mixed and Compacted Samples, Set of 3 ............ Cement Content of Soft Cement (ASTM C-1084 Modified) ........................ $ 80 25 90 $1200 420 400 380 180 180 2/92 LABORATORY TESTING (Continued) AGGREGATES Sieve Analysis, Coarse or Fine (Without Wash), ASTM C-136 ...................... Inclusive of Fineness Modulus ......................... - .............. Wash Analysis, Amount of Material Finer Than No. 200 Sieve, ASTM C-117 ........... Specific Gravity, ASTM C-127 .............................................. Specific Gravity and Absorption, ASTM C-127 or ASTM C-128 ..................... Organic Impurities in Fine Aggregates, ASTM C-40 ............................. Percent Clay Lumps and Friable Particles in Aggregates, ASTM C-142 ..................................................... Percent Flat and Elongated Particles ........................................ Moisture Content ....................................................... Absorption, ASTM C-127 .................................................. Weight Per Cubic Foot, ASTM C-29 Compact ........................................................ Loose .......................................................... Los Angeles Rattler Test, ASTM C-131 Small Size Coarse Aggregate ........................................ Large Size Coarse Aggregate ........................................ Sulfate Soundness (5 Cycles), ASTM C-88 per Sieve Size ......................... Minimum Charge per Sample ........................................ Mortar Making Properties of Sand (Two Ages), ASTM C-87 ....................... Sand Equivalent, California Method 217~I, Average of 3 Determinations .............. Durability Test, California Method 229-E, per Fraction ........................... Potential Reactivity Test, ASTM C-289. per Size ................................ Cleanness Test, California Method 227-E ..................................... Hydrometer Analysis, California Method 205-E ................................. Silica in Sand, ASTM C-146 ................................................ Percentage of Crushed Particles, California Method 205 ......................... $ 50 60 70 50 80 30 45 35 110 120 70 ~.00 200 75 110 225 120 100 60 60 3/9~. LABORATOI{Y TESTING (Continued) rrt. CONCRETE Cement Content of Hardened Concrete, ASTM C-1084 ........................... $275 Chemical Test. ASTM C-150 (Types I Through V) .............................. Quotation Time of Setting of Hydraulic Cement, ASTM C-191 .............................. 150 Compressive Strength of Hydraulic Cement Mortar, ASTM C-109 (Per Set of 3 Cubes) Preparation of Specimen Not IncRtded ................................. 60 Specjfic Gravity of Hydraulic Cement, ASTM C-188 ............................. 90 Volume Change of Cement. Mortar or Concrete (Drying Shrinkage), ASTM C-157 ..................................................... Quotation Mix Design (Aggregate Tests Not Included) ............................. : ..... $100 Compressive Test, 6' x 12' Cylinder, ASTM C-39 (Sets of 3 or 4) ................... 60 Compressive Test, Cored Specimens (Preparation Not Included) ................... 15 Preparation of Specimens, Diamond Sawing (Each End) .......................... 20 Proportion of Cement in Hardened Concrete, ASTM C-85 ........................ 290 Flexural Test of Concrete Beam, ASTM C-293 or ASTM C-78 ...................... 55 Splining Tensile Strength of Concrete Cylinders. ASTM C-496 ..................... 50 Density Test on Concrete Cylinders ......................................... 25 'AZ~ Test-Reinforced Concrete Pipe 'Life Factor" (C~CO3 Equivalent) ................ 50 GHE/~C_~ R3Fu~UT/V/TY TESTS Mixing Water: pH, Electrical Conductance. Chloride, Sulfate ...................... Contact Soft: pH, Electrical Conductance, Chloride, Sulfate Clay Type (Saturation Extract) ....................................... Granular (Saturatiou Extract) ........................................ $ 50 90 70 2/92 LABORATORY TESTING (Continued) P~n~FORC/NG BAR TESTS Tensile and Bend Tests, #2 through #8 ...................................... Tensile and Bend Tests. #9 through #11 ..................................... Machining Charges, #14 through # 18 Bars ................................... WIRE FABRIC TESTS - ASTM A-18S Tension Test ........................................................... Bend Test ............................................................. Weld Shear Test (Average of 4) ............................................ STRUOTURAL STEEL TESTS Tensile Test (Sample Preparation Not Included) ................................ Bend Test (Sample Preparation Not Included) ................................. Machining Charges ...................................................... Brinell Hardness, ASTM E-20 .............................................. Rockwell Hardness, ASTM E-18 ............................................ HIGff STiEENGTH BOLT TESTS Bolt Ultimate Load ....................................................... Bolt Hardness .......................................................... Nut Hardness .......................................................... Washer Hardness ....................................................... Proof Loading, Bolt or Nut ................................................. Cara~ATION $ 80 90 50 $ 40 30 100 $ 40 30 50 $ 50 50 $ 90 60 60 60 90 Torque Wrench ......................................................... $1 I0 Jack ............................................................... 90 CABLES Tensile and Elongation, ASTM/%12116 or ASTM A-421 .... ...' ...... i .............. $100 Cable Preparation ....................................................... 100 Tendons .............................................................. Quotation 2/92 10 LABORATORY TESTING (Continued) V. WELDING WELDER QU~Ln~CaT~OIV TESTa3[~ Structural Welding (Machining Included, Per Position - Witnessing Not Included) Groove Weld, 3/8' Plant ............................................ Groove Weld, 1 ' Plate .............................................. Light Gauge Welding: State Division of Architecture, School House Section Circular No. 6, Plug and Butt Welding, 8 Specimens, Three Positions (Witnessing Not Included) .............................. Plug Welding: Two Specimens, One Position, Test Plates Included (Witnessing Not Included) .......................... Witnessing of Weld Test (Per Hour) ......................................... WELDED ~E~N TESTS Face Bend (Preparation Not Included) ....................................... Root Bend (Preparation Not Included) ....................................... Side Bend (Preparation Not Included) ....................................... Free Bend (Reinforcing Steel) .............................................. Nick Break (Reinforcing Steel) ............................................. $120 150 240 120 58 $ 25 25 2S 5 50 2/92 11 LABORATORY TESTING (Continued) CONORETE MASOIVI~ UI~TS TESTiN~ - ASTM Specific Gravity and Unit Weight ............................................ Moisture Content ....................................................... Compression Test, Masonry Units, ASTM C-140 ................................ Absorption Test Including Moisture Content, Masonry Units, ASTM C-140 ............ Grouted Masonry, P,~ Determinations, U.B.C. (Field Prep & Grouting Obs Not Included) Each ........................................................... Per Set of 5 Composite Units ........................................ Lineal Shrinkage, Masonry Unit, Title 24. Per Specimen .......................... Tensile Test - Masonry Units, Per Specimen ................................... BRICE TESTS Compression Test, ASTM C-67 ............................................. Modulus of Rupture, ASTM C-67 ............................................ Absorption Test and Coefficient, ASTM C-67 .................................. Shear Test on Masonry Cores .............................................. G~OUT AND MORTAR TESTS Compression Test, Grout Prism (Sets of 3 or 4) ................................ Compression Test, Mortar Cylinders (Sets of 3 or 4) ............................. $ 50 30 50 50 100 450 100 100 $ 30 40 45 60 $ 75 60 2/92 12 LABORATORY TESTING (Continued) Vii. 2rbSPHALT AND PAVEMI::NT ~r.r,J .Ma~ .aSPHAt, T, ROAD orr. TES'FI2V~ Centrifuge, Kerosene Equivalent ............................................ I~ Factor ........................................................ Kr and K~ Factor Calculations ........................................ Extraction, Bitumen Percentage ASTM Method 2172 ............................................... California Method 310 .............................................. Moisture Content ....................................................... Gradation of Extracted Sample ............................................. Distillation, ASTM D-402 .................................................. Film Stripping .......................................................... Reskiue, By Distillation, Percent, ASTM D-244 .................................. By Evaporation, Percent, ASTM D-244 ................................. Flash Point ............................................................ Penetration at 77° F, ASTM D-5 ............................................ Swell Test on Combined Aggregate, AASHTO T-101 ............................. Asphalt Mix Design ...................................................... Stabilometer Value, California Method 304, Per Specimen (Pre-mixed Sample) .................................... Per Specimen (Lab-mixed Sample) .................................... Specific Gravity of Compacted Sample and Core ............................... Specifiq Gravity of Asphalt Concrete, ASTM D~2041, Rice Method .................. Moisture Vapor Susceptibility, California Method 307 Per Specimen (Pre-mixed Sample) .................................... Per Specimen (Lab-mixed Sample) .................................... Surface Abrasion of Compacted Bituminous Mixtures, California Method 360-A, Per Set of 3 (Pre-mixed Sample) ...................................... Per Set of 3 (Lab-mixed Sample) ..................................... Index of Retained Strength, ASTM D-1075 - Effect of Water on Cohesion Per Set of 6 (Lab-Mixed Samples - Not Including Mix Design) ............... Per Specimen (Pre-rrdxed Sample) .................................... Maximum Density of Asphalt Concrete (Average of 5 Specimens - California Method) . .. $ 90 90 80 120 180 50 80 300 60 300 70 80 80 80 Quotation 90 1~0 30 180 90 150 360 420 320 30 300 Stability and Plastic Flow of Bituminous Materials, ASTM D-1559, Per Set of 3 (Field Mix) ............................................ Per Set of 3 (Lab-mixed Samples - Not Including Mix Design) ............... $150 210 Solvent Disposal Fee (Per Extraction) ........................................ $10 * Solvents after use in conducting several of the tests are designated as 'Hazardous Waste' and are su~ect to nominal clL~posal fees. 13 3/92 LABORATORY TESTING (Conli~ued) VIII. MISC]:TLLANEOUS r, UMBE~ Specific Gravity and Shrinkage, ASTM D~143 .................................. Moisture Content of Wood ASTM D-Z0]6, Method "A' (Oven Dry) ................................. ASTM D-Z016, Method "B" (ElectrOnic Meter) ........................... PAl'WOOD Plywood Glue Shear Test, ASTM D-805 ...................................... Moisture Absorption of Plywood, ASTM D-805 ................................. GL UE-LAMINATED T/MBFaS F~nger Joint Tension Test, AITC Test 106 (Preparation Not Included) ................ BendL~g Test [or End ]oL~ts, A/TC Test 105 .................................... Adhesive Spread Measurement, A/TC Test 109. .................................. 1V~oisture Content and SpeciSc Gravity, AXTC Test i I 1. ASTM D-805-TZ .............. C, ALV~D GOATING Weight of Galvanized Coating, ASTM A-90 .................................... Dry Density, ASTM E-605 (Each) ...................... ' ..................... $95 35 20 Quotation $eo $40 40 40 60 $65 $50 wpSl/selene 2/92 14