25N - AGMT - TESTING SRVS - Laserfiche WebLink

Home Browse Search

SCHEDULE OF FEES FOR LABORATORY TESTING Laboratory Test, Test Designation, and Price Per Test Soils Concrete Atlerberg Limits, D 4318, CT 204 ..............................................$ 145 Cement Analysis Chemical and Physical, C 109..................,......,,....$ 1,650 California Bearing Ratio (CBR), D 1883-11.11 .1 ... -r.--11-_.$ 440 Compression Tests, 6x12 Cylinder, C 39..................................... ....,$ 22 Chloride and Sulete Content, CT 417 & CT 422... ................ ...$ 135 Concrete Mix Design Review, Job Spec............... ...,..... ........ .....$ 140 Consolidation, D2435, CT 219 ..................................................$ 275 Concrete Mix Design, per Trial Balch, 6cylinder, ACI.......,..... .........$ 750 Corisolidation — Time Rate, D2435, OT219 ....................1., ...$ 70 Concrete Cores, Compression (excludes sampling), C 42.......1........$ 55 Direct Shear — Remolded, D3080 ... ......... ..... ...........................$ 290 Drying Shrinkage,C 157........... .... ....... $ 250 Direct Shear—Undisturbed, D3080......,•.....�...........................$ 250 Flexural Test, 078 ....... ....... .... ........................ ,... ......,..•...,....... $ 50 DuralIndex, CT229............................................••............. if 150 Flexural Test, C293 ..... ,............ ,.... ,,..... .... ...,..... ............... .................$ 55 ansion index, D 4829, UBC ral $ 50 Expansion Potential (Method A 1D 4546.. .... �...........................$ p ( ) 145 Gun to/Shofcres, Panels, 3 cut cores per panel and test, ACI.........$ 250 Expensive Pressure (Method $ 145 Jobste Testing Laboratory Quote Geol'at is Tensile and Elongation Test, D 4632 ..................... $ 165 Lightweight Concrete FIJI, ompressi on,C495............•.�...............,...$ 40 Hydraulic Conductivity, ...............................................�.$ Y Y D 5084T203.....1,1 3b0 Petrographic Analysis,C858..........,...............,..........,....................,...$ 1,100 Hydrometer er Anal sls,, ..................1....._..1 Y Y ..$ 190 Splitting Tensile Strength, .........................................................$ 80 Moisture, Ash, & Organic Matter of Peat/Organic Soils ............ $ 110 Moisture Only, D2216, CT 226.1.1 ... I .... -1 .... " I....,............•........$ 30 Moisture and Density, D2937 ...................................................$ 39 PermeH CH, C'f220 .............................. ability, C24343 $ 230 Reinforcing and Structural Steel OT 64, and ............... _.._.................... ...$ and Resistivity, 140 Fireproofing Density Test, UBC 7-6 ,............................ _ ................... 55 Proctor Density D 1557, D 098, CT 216, &.."" ...... $ 180 Hardness Test, Rockwell, A -370 ............._....................41,11.................$ 50 AASHTO T-160 (Rock corrections add $80) High Strength Boit, Nut & Washer Conformance, set, A-3264..' ... '$ 120 R -value, D 2844, CT 301 .... ............. I .... .......,,., 11...1.1...4..........., $ 250 Mechanically Spliced Reinforcing Tensile Test, ACI ................ ,......... $ 95 Sand Equivalent D 2419, CT 217 ............................ $ 90 Pre -Stress Shand (7 wire), A416 ....... ,,........ ,... 140 Sieve Analysis, D CT 202 ..............202........................., $$ '90 Cherm "'$ 120 0 W Sieve Analysis, 200 Wash, D N40, CT 2b2.......�..................... Reinfolrcing Tensile or Bed up to No. 11, A615 & A 706., �.......�.....$ 50 Specific Gravity, D 854 .. ................... ....... ........................ .......... $ 90 Structural Steel Tensile Test: Up to 200,0b01bs. ax.r $ 70 Triaxial Shear, C.U., w peso pressure, D 4767, T 2297 per pt, P p� 330 Welded Reinforcing Tensile Test: Up to No. 11 bars, AGI ............._.$ 55 Triaial Shear, C.U.,w/o pore pressure, D 4767, T 2297 per pt..$ 190 TraUnconfined 140 Concrete Asphalt Concrete D2166,7208...............�.....,..........$ Compression, D $ 100 Asphalt Mix Caltrans................. ............. 2,200 Wax Density, D 188.........................................�....._....._...,...$ 90 Asphalt.............................$ IExtraction, Design Review, 150 ng Gradation, D217...,�........................$ ll 2, CT310.............$ 215 Roofing Film Stripping, CT 301,1._..........................•.................................$ 100 Built-up Reefing, cut-outsomples,D2629.•....... 165 Hveem Stability and Unit Well CTM or ASTM, CT 366...........11....$ 195 Roofing. Materials Analysis, D2829 .................... .... .. ..............$ 500 Marshall Stability, Flow and Unit Weight, T-245, .......... ............ ..........$ 215 Robing Tile Absorption, (set of 5), UBC 15-5 ...........................$ 190 Maximum Theoretical Unit Weight, D 2041 ...... ..................... ,.... _,..$ 120 Roofing Tile Strength Test, (set of 5), UBC 15.5 ......................$ 190 Swell, CT 305 ..... ....... .................. ............ ,................. ......................... $ 165 Unit Weight sample or core. D 2726, CT 308...........1111 ......................$ 90 Millr,r B ckAbsor tion,24-hour submersied,067 ............................$ P 45 Aggregates Brick Absorption, 5 -hour boiling, C 67 ............... •.......................$ 55 Absorption, Coarse, C 127 .............. ,....,.........,..................$ 35 Brick Absorption,7day,C67............. .�............. .... . �..... ........ ...$ Absorption, 35 Brick Compression Test, C67 ............ ......... ........._................... 45 Cay Lumps Find Enable Particles,C142..........,.......,.......,.............$ .,..,.......................,..$ 100 Brick Efflorescence, C 67...........................................................$ 45 Cleanness Value, CT 227 •................. 120 Brick Modulus of Rupture, C67 ...................................... .......,$ 40 Crushed Particles, CT 205 ..... ,......... ,........ ............... ....... .,....... .......... 11 140 Brick Moisture as received, C67 ............ ._........ .... ...,....... ... $ 35 Durability, Coarse, CT 229 ...... .... ,..,............. ...,............................... ,..$ 130 67 BrIckCoefficient, ..............40.................$ 130 Test,.,9 ConcSaturation $ 60 0635 ........ ........... ...............�..$ LosAbrasion, C 131 or C ...87 Loatar sAing 180 Concrete Block Conformance Package, C 90.1.40 ................. 440 C..... aggregate, 7....I.....................�..$ maKs properties offing ..............................$ 275 Concrete Block Linear 81hdnkage,C426... ...........................$ 120 Organic Impurities, 040.. ..... ,................ ....................,.....................$ 55 Concrete Block Unit Weight and Absorption, C 140 .................$ 55 Potential Reactivity of Aggregate (Chemical Method), C 259.........,..$ 390 CoreCompressiono orShearc Bone, Cion,UB....... ..... ..5 55 Sand Equivalent, ..•.•..�............... $ 90 -18...... Masonry Grou„3x3x6 dem compression, UBC 21-18...........$ Masonry 30 Coarse re a e, Aggregate, 1wash ..• -$ 105 Mason Mortar, 2x4 cylinder compression, UBC 21-16.,........$ 30Analysis,(including) Sieve Finale C 136........... ��a 105 Masonry Prism, half size, compression, UBC 21-i L ................$ p 110 fraction),.....38.... Sodium Sulfate (per size fraction), C 68,..... Sulfa (P „ ..$ 160 Specific Coarse, C 127......... ............. p ryB Coarse, •��$ 75 Specific Gravity, 128 .................. .� pry...•......................... e5 Special preparation of standard test specimens will be charged at the technician's hourly rate. Ninye & Moore is accredited to perform the AASHTO equivalent of many ASTM lest procedures 25N-114