Item 17 - Agreements for On-Call Geotechnical Engineering Services

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....................................................................... LABORATORY TESTS* COMPACTION CURVES SOIL AND AGGREGATE PROPERTIES (D698/D1557/T99/T108) 4-inch mold................................$300/ea (D422/T88) Particle Size, Hydrometer w/out Sieve ........... $250/ea (D698/D1557/T99/T108) 6-inch mold..................................300/ea (C136/D6913/T27) Sieve, Coarse to Fine w/ #200 Wash ..... 175/ea (CT 216) California Impact...................................................300/ea (C136/D6913/T27) Sieve, Coarse or Fine w/ #200 Wash..... 150/ea Check Point...........................................................................125/ea (C136/D6913/T27) Sieve, Coarse or Fine No #200 Wash.... 125/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Set of 3) ....200/set (CI 17/D1140/T11) Materials Finer than #200 ..................... 115/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Addtl. Spec.) 75/ea (D2216/T265/CT226) Moisture Content................................40/ea (D1633/CT312) Soil Cement Comp. Strength (Set of 3) ....350/set (D2487/D2488) Visual Soil Classification.............................40/ea (D1633/CT312) Soil Cement Comp. Strength (Addtl. Spec.) ...............................................................................................125/ea (D2937) Density of In -Place Soil, Drive-Cyl. Method........... 50/ea SOIL AND AGGREGATE STABILITY (D4943) Shrinkage Factors of Soils, Wax Method ................. 75/ea (D2844/CT301) Resistance Value.......................................$350/ea (C131/C535/CT211) L.A. Abrasion Resistance ................. $250/ea (D2844/CT301) Resistance Value, Treated .......................... 350/ea (C142/T112) Clay Lumps and Friable Particles ................... 155/ea (D1883) California Bearing Ratio ........................................ 600/ea SOIL AND AGGREGATE PROPERTIES (CONTD.) (C977) Stabilization Ability of Lime .................................... 185/ea (CI23/T113) Light Weight Particles..................................... 250/ea (D1883) Calif Bearing Ratio (Army Corp of Engineers) ... 600/ea (D3744/CT229/T210) Durability Index Fine ........................ 200/ea CHEMICAL ANALYSIS (D3744/CT229/T210) Durability Index Coarse .................... 200/ea (G187/CT643/T288) pH and Resistivity .............................$175/ea (CT227) Cleanness Value..................................................... 200/ea (D4972/T289) pH Only...........................................................75/ea (D4791) Flat & Elongated Particles...................................... 175/ea (CT417) Sulfate Content.......................................................125/ea (D693/CT205) Percent Crushed Particles............................. 200/ea (CT422) Chloride Content.....................................................125/ea (135821) Percent. of Fractured Particles, Coarse Aggregate. 200/ea (D2974) Organic Content......................................................100/ea (C40/CT213/T21) Organic Impurities .................................. 100/ea PERMEABILITY, CONSOLIDATION AND EXPANSION (C235) Soft Hardness (Scratch Hardness) ........................... 125/ea (D5084) Permeability, Flexible Wall..................................$270/ea (C88/CT214/T104) Sulfate Soundness................................. 500/ea (D5856) Permeability, Rigid Wall.........................................260/ea (C1252/T304) Uncompact. Void Content, Fine Aggregate.. 175/ea (D2434) Permeability, Constant Head...................................280/ea (C 127/CT206/T85) Coarse Specific Gravity ........................ 150/ea (D2434) Permeability, FHA Slab -on -Grade .......................... 110/ea (C128/CT207/T84) Fine Specific Gravity............................ 175/ea (D2434) Permeability, Hourly.................................................55/ea (D854/CT209/T100) Specific Gravity of Soil ...................... 200/ea (D2435/T216) Consolidation (6 pts. w/ Unload).................$400/ea (C29/CT212/T19) Unit Weight & Percent Voids ................. 125/ea (D2435/T216) Consolidation Additional Point w/ Unload .... $90/ea (D2419/CT217/T176) Sand Equivalent ................................ 150/ea (D4546) Swell/Compression Testing & Density ...................125/ea (D4318/CT204/T89/T90) Plastic Index (Plastic/L,iq. Limit) 250/ea (D4546) Swell/Settlement Testing & Density (ea. addtl. pt.) .85/ea (D4318/CT204/T89) Liquid Limit ........................................ 125/ea (D4546) Swell/Settlement Testing & Density (County) ........ 100/ea (D4318/CT204/T90) Plastic Limit ........................................ 125/ea (D4546) Swell/Settlement Testing & Density (FHA) ............90/ea (C330) Spec. for Lightweight Aggregates, Struc. Concrete... Quote (D4829) Expansion Index of Soils........................................250/ea SHEAR STRENGTH STEEL TESTING (D2166) Unconfined Compression ..................................... $100/ea Reinforcing Steel Tests: (D3080/T236) Direct Shear (3 points) ................................ 350/set (A370) Tensile Strength & Elongation (D3080/T236) Direct Shear Addtl. Points/ea. residual pass $125/ea #I I Bar & Smaller ............................................... $100/ea (D2850) Unconsolidated-Undrained Triaxial Shear ............. 115/ea #14 Bar................................................................ $125/ea (D2850) Unconsolidated-Undrained Triaxial Staged ........... 160/ea #18 Bar (Proof Test)............................................$150/ea (D4767) Consolidated-Undrained Triaxial Shear................. 265/ea (A370) Bend Test (D4767) Consolidated-Undrained Triaxial Staged ............... 340/ea #I I Bar & Smaller ................................................. $50/ca (EM1110) Consolidated -Drained Triaxial Shear.................. 375/ea #14 & #18 Bar ....................................................... $75/ea (EM1110) Consolidated -Drained Triaxial Staged ................ 480/ea (A370) Tensile - Mechanically Spliced Bar MASONRY** #I I Bar & Smaller ............................................... $175/ea Concrete Block Test (Sets of 3 Required #14 Bar & Larger ................................................ $225/ea (C140) Unit Weight Moisture Content & Absorption ........ $350/ea (A370) Tensile — Electric Resist. Butt Splice w/ Control..... 175/ea (C140) Moisture Content/Absorption (ea. addtl. specimen) 125/ea (A370) Straightening of bar (if required) ............................... 50/ea (C140) Compression Test ..................................................... 300/ea Structural Steel Tests: (C140) Compression Test (ea. addtl. specimen) .................. 125/ea (A370) Machining & Prep of Test Specimen ............... Cost + 20% (C426) Linear Drying Shrinkage .......................................... 350/ea (A370) Tensile Strength & Elongation (CI09/UBC 21-16) Mortar Cylinder (2"x4") ........................ 30/ea Up to 200,000 lbs................................................ $125/ea (C942) Grout Prism (3"0"x6"), trimming included .............. 35/ea 200,000 — 300,000 lbs........................................... 150/ea Masonry Prism (Assemblage): 300,000 — 400,000 lbs.......................................................... 175/ea (C1314) 8"x8"xl6" — 8"xl2"xl6....................................... $200/ea Pre -stressing Wire & Tendon Tests: (C1314) 8"xl6"xl6" — 10"xl2"xl6.. ................................... 225/ea (A421) Tensile Strength, Single Wire ................................ $175/ea (C1314) 12"xl2"xl6"— 12"xl6"xl6".................................250/ea (A416) Tensile Strength, 7-Wire Strand ............................. $200/ea (C1314) Larger than 12"xl6"xl6"....................................... 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