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SCHEDULE OF FEES FOR LABORATORY TESTING Laboratory Test, Test Designation, and Price Per Test Soils Concrete Atterberg 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 Sulfate Content, CT 417 & CT 422 ......................$ 135 Concrete Mix Design Review, Job Spec ............................................. $ 140 Consolidation, D 2435, CT 219 ..................................................$ 275 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI ........................ $ 750 Consolidation —Time Rate, D 2435, CT 219 ............................$ 70 Concrete Cores, Compression (excludes sampling), C 42................$ 55 Direct Shear— Remolded, D 3080.. ..... ..._................................$ 290 Drying Shrinkage, C 157 ............. ,................................................. 1.1—$ 250 Direct Shear— Undisturbed, D 3080 ..........................................$ 250 Flexural Test, C 78 ........... ................................................................... $ 50 Durability Index, CT 229 ........... —...............................................$ 150 Flexural Test, C 293 ........ ............... ................................................ ..... $ 55 Expansion Index, D 4829, UBC 18-2 ...................1111.................$ 165 Flexural Test, CT 523.......................................................................... $ 60 Expansion Potential (Method A), D 4546 ..................................$ 145 Gunite/Sholcrete, Panels, 3 cut cores per panel and test, ACI ......... $ 250 Expansive Pressure (Method C), D 4546 ..................................$ 145 Jobsite Testing Laboratory.................................................................. Quote Geofabric Tensile and Elongation Test, D 4632 .......................$ 165 Lightweight Concrete Fill, Compression, C 495..................................$ 40 Hydraulic Conductivity, D 5084 ..................................................$ 300 Petrographic Analysis, C 856........ ................ ........... .................. ......... $ 1,100 Hydrometer Analysis, D 422, CT 203 ........................................$ 190 Splitting Tensile Strength, C496 ......................................................... $ 80 Moisture, Ash, & Organic Matter of Peat/Organic Soils ........... .$ 110 Moisture Only, D2216. CT 226 .................................................$ 30 Moisture and Density, D2937 ...................................................$ 39 Permeability, CH, D 2434, CT 220 ............................................$ 230 Reinforcing and Structural Steel pH and Resistivity, CT 643 ........................................................$ 140 Fireproofing Density Test, UBC 7-6 ...................................... .............. $ 55 Proctor Densfly D 1557, D 698, CT 216, & ........................._1111$ 180 Hardness Test, Rockwell, A-370 ........................ ................... .............. $ 50 AASHTO T-180 (Rock corrections add $80) High Strength Bolt, Nut & Washer Conformance, set, A-325 .............$ 120 R -value, D 2844, CT 301...........................................................$ 250 Mechanically Spliced Reinforcing Tensile Test, ACI ......... ................. $ 95 Sand Equivalent, D 2419, CT217.............................................$ 90 Pre -Stress Strand (7 wire), A 416.......................................................$ 140 Sieve Analysis, D 422, CT 202 ..................................................$ 110 Chemical Analysis, A-36, A -615 .......................................................... $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 .............................$ 90 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706................$ 50 Specific Gravity, D 854 . ..................................................... ... ... .........$ 90 Structural Steel Tensile Test: Up to 200,000 lbs. Triaxial Shear, CO, D 4767, T 297 ............................................$ 390 (machining extra), A 370 ............................................... 1111............... .$ 70 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt..$ 330 Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI .................$ 55 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt. $ 190 Triaxial Shear, U.U., D 2850 ......................................................$ 140 Asphalt Concrete Unconfined Compression, D 2166, T 208 .................................$ 100 Asphalt Mix Design, Caltrans .............................................................. $ 2,200 Wax Density, D 1188.................................................................$ 90 Asphalt Mix Design Review, Job Spec ............................................. ..$ 150 Extraction, % Asphalt, Including Gradation, D 2172, CT 310 .............$ 215 Roofing Film Stripping, CT 302.........................................................................$ 100 Built-up Roofing, cutout samples, D 2829 ................................$ 165 Hveem Stability and Unit Weight CTM or ASTM, CT 366.................$ 195 Roofing. Materials Analysis, D 2829 ...........................................$ 500 Marshall Stability, Flow and Unit Weight, T-245 ................................. $ 215 Roofing 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 .....................................$ 90 Masonry Brick Absorption, 24-hour submersion, C 67 .............................$ 45 Aggregates Brick Absorption, 5 -hour boiling, C 67 .......................................$ 55 Absorption, Coarse, C 127 ............. .................................................. —$ 35 Brick Absorption, 7 -day, C 67 .................................................... $ 60 Absorption, Fine, C 128.................................................................... —$ 35 Brick Compression Test, C 67 ...................................................$ 45 Clay Lumps and Friable Particles, C 142............................................$ 100 Brick Efflorescence, C 67...........................................................$ 45 Cleanness Value, CT 227 ............................................ ........ -- ........... $ 120 Brick Modulus of Rupture, C 67 ............................................. —.$ 40 Crushed Panicles, CT 205.................................................................. $ 140 Brick Moisture as received, C 67 ...............................................$ 35 Durability, Coarse, CT 229.............................................................. .... $ 130 Brick Saturation Coefficient, C 67 ..............................................$ 50 Durability, Fine, CT 229 ................................................... ,................... $ 130 Concrete Block Compression Test, 8x8x16, C 140.. . . ............. $ 60 Los Angeles Abrasion, C 131 or C 535..............................................$ 180 Concrete Block Conformance Package, C 90 ......... ................$ 440 Mortar making properties of fine aggregate, C 87.1 ................ -- ........ $ 275 Concrete Block Linear Shrinkage, C 426 ..................................$ 120 Organic Impurities, C 40...................................................................... $ 55 Concrete Block Unit Weight and Absorption, C 140 .................$ 55 Potential Reactivity of Aggregate (Chemical Method), C 289............$ 390 Cores, Compression or Shear Bond, CA Code ........................$ 55 Sand Equivalent, CT 217 ....................... ............ ....... — ......... 1........... $ 90 Masonry Grout, 3x3x6 prism compression, UBC 21-18 ........... $ 30 Sieve Analysis, Coarse Aggregate, C 136 ..........................................$ 105 Masonry Mortar, 2x4 cylinder compression, UBC 21-16 ....... ... $ 30 Sieve Analysis, Fine Aggregate (including wash), C 136 ...................$ 105 Masonry Prism, half size, compression, UBC 21-17 .................$ 110 Sodium Sulfate Soundness (per size fraction), C 88..........................$ 160 Specific Gravity, Coarse, C 127..........................................................$ 75 Specific Gravity, Fine, C 128...............................................................$ 85 Special preparation of standard test specimens will be charged at the technician's hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures