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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....................................$ 440 Compression Tests, 6x12 Cylinder, C 39..................................... ....,$ 22 Chloride and Sulate 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 Consolidation — Time Rate, D2435, OT219 ....................1.,...$ 70 Concrete Cores, Compression (excludes sampling), C 42..... ,......... ,$ 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 FIII Compressi on,C495............•.................,...$ 40 Hydraulic Conductivity, ...............................................�.$ Y Y 3b0 Petrographic Analysis,C858..........,...............,..........,....................,...$ 1,100 Hydrometer er Anal sls,,D5084T203................................_... Y Y ..$ 190 Splitting Tensile Strength, .........................................................$ 80 Moisture, Ash, & Organic Matter of Peat/Organic Soils ............ $ 110 Moisture Only, D2216, CT 226..................."I....,............•........$ 30 Moisture and Density, D2937...................................................$ 39 CH, 2464, C'f420 .............................. Permeability, C24343 $ 230 Reinforcing and Structural Steel and ............... _.._.................... ...$ H and Resistivity, 140 Fireproofing Density Test, UBC 7-6 ,......................•..... _ ................... 55 Proctor Density D 1557, D 098, CT 216, &.."" ...... $ 180 Hardness Test, Rockwell, A-371... ,........ ..........................................$ 50 AASHTO T-160 (Rock corrections add $80) High Strength Bolt Nut & Washer Conformance, set, A-325.............$ 120 R-value, D 2844, CT 301.... ............. I .... .......,,.,.......•...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, D422, ........ ,..... ...........................$$'90 Cherm "'$ 20 1so 0WCT202 T22 Sieve Analysis, 200 Wash, D N40, CT 2b2.......�..................... Reinfolrcing Tensile or Bed up to No. 11,A615&A706., �.......�.....$ 50 Specific Gravity, D 854..................... ....... ........................ .......... $ 90 Structural Steel Tensile Test: Up to 200,0b01bs. ax.r $ 70 Trio iall Shear, C.U., w peso pressure, D 4767, T 2297 per pt..$ P p� 330 Welded Reinforcing Teni Test: Up to No. 11 bars, ACI ............._.$ 55 Triaial Shear, C.U.,w/o pore pressure, D 4767, T 2297 per pi$ 190 TraUnconfined 100 Concrete Asphalt Concrete D2166,T208...............�.....,..........$ Compression, D $ 140 Asphalt Mix Caltrans................. ............. 2,150 Wax Density, D 188.........................................�....._....._...,...$ 90 Asphalt IExtraction, DesliggnsRevielw, including Gradation, D217...,�........................$ ll 2, CT310.............$ 215 Roofing Film Stripping, CT 301,1._.... ................ ..... ......... .................. ........$ 100 Built-up Reefing, cut-outsamples,D2629.•....... 165 Hveem Stability and Unit Well CTM orASTM, CT 366.......... $ 195 Roofing. Materials Analysis, D2829........................................$ 600 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, (sot of 5), UBC 15.5 $ 190 Swell, CT 305..... ....... .................. ............ ,................. ......................... $ 1$5 Unit Weight sample or core. D 2726, CT 308.....................................$ 90 Millr,r B ckAbsor tion,24-hcur submersied,067 ............................$ P 45 Aggregates Brick Absorption, 5-hour boiling, C 67,............. •.......................$ 55 Absorption, Coarse, C 127.............. ,....,.........,..................$ 35 Brick Absorption, 7-day, C 67............. .�............. .... . �..... ........ ...$ Absorption, 35 Brick Compression Test, C67............ ......... ........._................... 45 Clay Lumps Find Enable Particles, C 142..........,.......,.......,.............$ .,..,.......................,..$ 1D0 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, .... .................. .......... .....$ 30 1180 Test,.,9 ConcSaturation $ 60 0635........ ........... ...............�..$ LosAbrasion, C 131 or C ...87 Loatar sAing Concrete Block Conformance Package, C 90.1.QO................. 460 C..... aggregate, 7....I.....................�..$ maKs properties offing ..............................$ 275 275 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 CoreCompression or Bond, CA Code ......-18...........5 55 Equivalent,Sand ..•.•..�............... $ 90 rismShearc UBC Masonry Grou„3x3x6 dam compression, UBC 21-18...........$ Masonry Grout, 30 se Aggregate, Coarse re a e, gga ..• -$ 105 Mason Mortar, 2x4 cylinder compression, UBC 21-16..........$ 30Analysis,(including) ateC1wash C 136..I...I- Sieve Fine ��a 160 Masonry Prism, half size, compression, UBC 21-i L................$ p 110 Sodium Sulfate (per size fraction), C 68...... Sulfa (P „ ..$ 175 Coarse, C127.........fraction),.....38.... Specific ............. p ryB Coarse, •��$ 75 Specific Gravity, .................. .� pry...•......................... 86 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