Item 17 - Agreements for On-Call Geotechnical Engineering Services

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SOILS CONCRETE Atterberg Limits, D 4318, CT 204.............. $ 170 Compression Tests, 6x12 Cylinder, C 39................................................... $ 35 California Bearing Ratio (CBR), D 1883....................................................$ 550 Concrete Mix Design Review, Job Spec ..................................................... $ 300 Chloride and Sulfate Content, CT 417 & CT 422.....................................$ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI............................... $ 850 Consolidation, D 2435, CT 219..................................................................$ 300 Concrete Cores, Compression (excludes sampling), C 42 .......................$ 120 Consolidation, Hydro -Collapse only, D 2435............................................$ 150 Drying Shrinkage, C 157....................................................................$ 400 Consolidation -Time Rate, D 2435, CT 219............................................$ 200 Flexural Test, C 78....................................................................................... $ 85 Direct Shear- Remolded, D 3080............................................................$ 350 Flexural Test, C 293..................................................................................... $ 85 Direct Shear- Undisturbed, D 3080.........................................................$ 300 Flexural Test, CT 523................................................................................... $ 95 Durability Index, CT 229......................................................................... $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI................ $ 275 Expansion Index, D 4829, IBC 18-3........................................................ $ 190 Lightweight Concrete Fill, Compression, C 495......................................... $ 80 Expansion Potential (Method A), D 4546................................................. $ 170 Petrographic Analysis, C 856......................................................................$ 2,000 Geofabric Tensile and Elongation Test, D 4632.......................................$ 200 Restrained Expansion of Shrinkage Compensation ..................................$ 450 Hydraulic Conductivity, D 5084..................................................................$ 350 Splitting Tensile Strength, C 496................................................................. $ 100 Hydrometer Analysis, D 6913, CT 203......................................................$ 220 3x6 Grout, (CLSM), C 39............................................................................. $ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils ...........................$ 120 2x2x2 Non -Shrink Grout, C 109.................................................................$ 55 Moisture Only, D 2216, CT 226.................................................................$ 35 Moisture and Density, D 2937...................................................................$ 45 ASPHALT Permeability, CH, D 2434, CT 220............................................................$ 300 Air Voids, T 269 ...........................................................$ 85 pH and Resistivity, CT 643................................................................$ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) .............................$ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180........................$ 220 Asphalt Mix Design Review, Job Spec ........................................$ 180 Proctor Density with Rock Correction D 1557..........................................$ 340 Dust Proportioning, CT LP-4........................................................................ $ 85 R-value, D 2844, CT 301...........................................................................$ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382 .................... $ 250 Sand Equivalent, D 2419, CT 217.............................................................$ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 ........................ $ 150 Sieve Analysis, D 6913, CT 202............................................................... $ 145 Film Stripping, CT 302............................................................................. $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202............................................ $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 ......................... $ 225 Specific Gravity, D 854.............................................................................. $ 125 Marshall Stability, Flow and Unit Weight, T 245......................................... $ 240 Thermal Resistivity (ASTM 5334, IEEE 442)............................................$ 925 Maximum Theoretical Unit Weight, D 2041, CT 309.................................. $ 150 Triaxial Shear, C.D, D 4767, T 297.................................................. $ 550 Moisture Content, CT 370............................................................................ $ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt . $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371........ $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt $ 350 Slurry Wet Track Abrasion, D 3910 ............................ $ 150 Triaxial Shear, U.U., D 2850....................... ... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) ... $ 4,900 Unconfined Compression, D 2166, T 208.. $ 180 Superpave, Gyratory Unit Wt., T 312 ............................. $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308...... $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67............ $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2....... $ 90 Brick Compression Test, C 67...................................................................$ 55 Voids filled with Asphalt, (VFA) CT LP-3 ............ $ 90 Brick Efflorescence, C 67..........................................................................1 55 Wax Density, D 1188 $ 140 Brick Modulus of Rupture, C 67............................................................... $ 50 Brick Moisture as received, C 67..... $ 45 AGGREGATES Brick Saturation Coefficient, C 67..............................................................$ 60 Clay Lumps and Friable Particles, C 142.................................................... $ 180 Concrete Block Compression Test, 8x8xl6, C 140.................................$ 70 Cleanness Value, CT 227............................................................................ $ 180 Concrete Block Conformance Package, C 90.... $ 500 Crushed Particles, CT 205........................................................................... $ 175 Concrete Block Linear Shrinkage, C 426............. $ 200 Durability, Coarse or Fine, CT 229.............................................................. $ 205 Concrete Block Unit Weight and Absorption, C 140 .............................. $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ....................... $ 180 Cores, Compression or Shear Bond, CA Code ........................................$ 70 Flat and Elongated Particle, D 4791............................................................ $ 220 Masonry Grout, 3x3x6 prism compression, C 39.....................................$ 45 Lightweight Particles, C 123.................................................................$ 180 Masonry Mortar, 2x4 cylinder compression, C 109................................. $ 35 Los Angeles Abrasion, C 131 or C 535....................................................... $ 200 Masonry Prism, half size, compression, C 1019.................................. $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................. $ 90 Masonry Prism, Full size, compression, C 1019...... $ 200 Organic Impurities, C 40...........................................................................$ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260...............$ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260....................$ 950 Chemical Analysis, A 36, A 615.................................................................$ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ................. $ 475 Fireproofing Density Test, UBC 7-6...........................................................$ 90 Sand Equivalent, T 176, CT 217............................................................... $ 125 Hardness Test, Rockwell, A 370...............................................................$ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136........................................ $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136.................$ 145 per assembly, A 325............................................................................$ 150 Sodium Sulfate Soundness, C 88 ............................................................... $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI .......................... $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 .................... $ 115 Pre -Stress Strand (7 wire), A 416.......................................................... $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 ......................... $ 175 Reinforcing Tensile or Bend up to No.11, A 615 & A 706......................$ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 .........................$ 90 ROOFING Welded Reinforcing Tensile Test: Up to No.11 bars, ACI.......................$ 80 Roofing Tile Absorption, (set of 5), C 67..................................................... $ 250 Roofing Tile Strength Test, (set of 5), C 67................................................ $ 250 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. Ninyo & Moore 12021 Laboratory Testing