Appendix 2- Schedule of Rates Charges for Geotechnical-Materials Testing Services.xlsx
XLSX spreadsheet 88 KB Posted
- Attached to
- Materials Testing and Inspection
- Solicitation number
- PW-23-269
- Issued by
- California
About this file
This is a Schedule of Rates and Charges document for geotechnical and materials testing services for the City of Long Beach, California, covering the period 2023-2026. The document establishes a comprehensive pricing framework for testing services across multiple categories including soil tests, aggregate tests, rock tests, concrete tests, masonry tests, asphalt tests, slurry seal tests, emulsion tests, and metal tests. The schedule contains 216 line items detailing specific test types, invoice names, and corresponding test methods referenced from industry standards such as ASTM, AASHTO, California Test Methods (CTM), and other technical specifications. Services range from basic soil classification and density tests to complex triaxial shear tests, concrete compression testing, and structural metal testing including bolt assemblies and rebar couplers.
The pricing document does not include specific dollar amounts for each test; rather, it provides a standardized catalog of billable services with associated test method standards that establish the technical requirements and basis for pricing. The schedule indicates that certain services, such as California Bearing Ratio tests, do not include Proctor values, and some aggregate tests include per-size pricing variations. The document references AQMD (Air Quality Management District) permitting fees as an additional cost consideration. This rate schedule serves as the contractual basis for determining charges when the City of Long Beach engages testing services, ensuring consistency, transparency, and adherence to recognized industry standards for all geotechnical and materials testing work performed under the contract term.
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PG1
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
| SOIL TESTS | ||||
| Row # | SOIL DENSITY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 1 | Standard Proctor, 4" Mold | STANDARD PROCTOR, 4" | D698, T99 | |
| 2 | Standard Proctor, 6" Mold | STANDARD PROCTOR, 6" | D698, T99 | |
| 3 | Modified Proctor, 4" Mold | MODIFIED PROCTOR, 4" | D1557, T180 | |
| 4 | Modified Proctor, 6" Mold | MODIFIED PROCTOR, 6" | D1557, T180 | |
| 5 | Proctor Check Point | PROCTOR CHECK POINT | T272 | |
| 6 | Proctor Oversize Correction | PROCTOR CORR OVRSZ | D4718 | |
| 7 | Treated Soil Proctor | TREATED SOIL PROCTOR | D558 | |
| 8 | Minimum/Maximum Relative Density | MIN-MAX REL DENS | D4352, D4253 | |
| 9 | Moisture/Density, TEX 113-E | MOIST DENS TEX 113-E | TEX113-E | |
| 10 | Moisture/Density, TEX 114-E | MOIST DENS TEX 114-E | TEX114-E | |
| 11 | California Impact, CTM 216, Dry Method | CTM 216, DRY | CTM216 | |
| 12 | California Impact, CTM 216, Wet Method | CTM 216, WET | CTM216 | |
| Row # | SOIL CLASSIFICATION AND INDEX TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 13 | Visual Classification | CLASSIFICATN | D2488 | |
| 14 | Sieve Analysis, % Finer than 200 Sieve | VISUAL SIEVE | C117, D1140, CT202, AASHTO T-27 | |
| 15 | Sieve Analysis, Fine | SIEVE ANALYSJS, F | C136, D422, D6913, CT202, AASHTO T-27 | |
| 16 | Sieve Analysis, Coarse | SIEVE ANALYSJS, C | C136, D422, D6913, CT202, AASHTO T-27 | |
| 17 | Sieve Analysis, Coarse and Fine | SIEVE ANALYSJS, C&F | C136, D422, D6913, CT202, AASHTO T-27 | |
| 18 | Hydrometer Analysis | HYDROMETER ANALYSIS | D422 | |
| 19 | Water Content | WATER CONTENT | D2216, 04643 | |
| 20 | Water Content and Dry Unit Weight | WATER/DENSITY, SOIL | D2216, D2937, D7263, ASTM D698/ASTM D1557 | |
| 21 | Atterberg Limits, Single Point | ATTERBERG, ONE PT. | D4318-Method B, CTM 204/AASHTO T-90 | |
| 22 | Atterberg Limits, Multiple Point | ATTERBERG, MULTI PT. | D4318-Method A, CTM 204/AASHTO T-90 | |
| 23 | Atterberg Limits, Liquid Limit Only | LIQUID LIMIT ONLY | D4318, CTM 204/AASHTO T-90 | |
| 24 | Soil Specific Gravity | SOIL SPEC. GRAV. | D854 | |
| 25 | Soil Organic Content | SOIL ORGANIC CONTENT | D2974-Method C | |
| 26 | Pinhole Dispersion Classification | PINHOLE DISPERSION | D4647 | |
| 27 | Soil pH | SOIL PH | D4972, G51 | |
| 28 | Soil Resistivity | SOIL RESISTIVITY | G187 | |
| 29 | Chloride Content | CHLORIDE CONTENT | ||
| 30 | Sulfate Content | SULFATE CONTENT | ||
| 31 | Thermal Resistivity, Per point | THERMAL RESISTIVITY | D5334, IEEE 422 | |
| 32 | Thermal Resistivity, Dry-Out curve | THERMAL RESISTIVITY | D5334, IEEE 422 | |
| Row # | SOIL BEARING PRESSURE TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 33 | California Bearing Ratio, Single Point * | CBR,1 POINT | ASTM D1883, T193 | |
| 34 | California Bearing Ratio, 3 Points * | CBR, 3 POINTS | ASTM D1883, T193 | |
| 35 | Resistance R-Value | R-VALUE | D2844 | |
| 36 | Resistance R-Value of Treated Material | R-VALUE, TREATED | D2844 | |
| 37 | Rock Correction for R-Value | R-VALUE, ROCK CORR. | D2844 | |
| 38 | Stabilized Soil UC Strength, 1 Point | STABIL. SOIL UC PT. | D1633, D5102 | |
| 39 | Stabilized Soil UC Strength, Set of 3 | STABIL. SOIL UC SET | D1633, D5102 | |
| 40 | CTB Strength, Individual Specimen | CTB STRENGTH, IND | ||
| 41 | CTB Strength, Set of 3, Without Design | CTB STRENGTH, 3 | ||
| 42 | CTB Complete Mix Design | CTB STRENGTH, MIX DESIGN | ||
| *Note: Does not include Proctor Values | ||||
| RFQ PW23-XXX MT&I | Page 1 of 8 |
*AQMD Permitting Fees
PG2
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
| SOIL TESTS | ||||
| Row # | SOIL BEARING PRESSURE TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 43 | CTM 373,1 Lime Content, w/o Opt. Moist. | CTM 373, CHECK POINT | CTM373 | |
| 44 | CTM 373, 1 Lime Content | CTM 373, 1 LIME % | CTM373 | |
| 45 | CTM 373, 3 Lime Contents | CTM 373, 3 LIME %'S | CTM373 | |
| 46 | Eades and Grim Test (Opt. Lime Content) | EADES AND GRIM TEST | C977 | |
| 47 | Resilient Modulus | RESILIENT MODULUS | T307 | |
| Row # | SOIL STRENGTH AND PERMEABILITY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 48 | Unconfined Compressive Strength | UNCONFINED COMP STR. | D2166, T208 | |
| 49 | Direct Shear, 1 Point | DIRECT SHEAR, 1PT. | D3080, T236 | |
| 50 | Direct Shear, 3 Points | DIRECT SHEAR, 3 PTS. | D3080, T236 | |
| 51 | Direct Shear, Residual Strength, Each Pt | CONSOL. RES STR | D3080-Modified | |
| 52 | Consolidation without Time Rate Plots | CONSOL. W/0 TR | D2435-Modified | |
| 53 | Consolidation with 2 Time Rate Plots | CONSOL. W/2 TR | D2435-A, T216-A | |
| 54 | Consolidation, All Loads with Time Rates | CONSOL. ALL TR | D2435-B, T216-B | |
| 55 | Consolidation, Additional Rebound | CONSOL.ADD.REBOUND | D2435 | |
| 56 | Collapse Potential | COLLAPSE POTENTIAL | D5333 | |
| 57 | One Dimensional Free Swell | ONEDIM FREE SWELL | D4546 | |
| 58 | One Dimensional Swell, Percent Heave | ONEDIM SWELL% HEAVE | D4546 | |
| 59 | One Dimensional Swell with Consolidation | ONEDIMSWELL W/CONSOL | D4546 | |
| 60 | Expansion Index | EXPANSION INDEX | D4829 | |
| 61 | Denver Swell Test | DENVER SWELL TEST | D4546 | |
| 62 | Permeability, Rigid Wall | PERMEABILITY, RIGID | D2434 | |
| 63 | Permeability, Flexible Wall | PERMEABILITY, FLEX | D5084-Method C | |
| 64 | Triaxial Shear, CU, 1 Point | TRIAX, CU, 1 POINT | D4767, T297 | |
| 65 | Triaxial Shear, CU, 3 Points | TRIAX, CU, 3 POINTs | D4767, T297 | |
| 66 | Triaxial Shear, UU, 1 Point | TRIAX, UU,1 POINT | D2850, T296 | |
| 67 | Triaxial Shear, UU, 3 Points | TRIAX, UU, 3 POINTs | D2850, T296 | |
| 68 | Triaxial Shear, UU Saturated, 1 Point | TRIAX, UU SAT, 1 POINT | D2850-Modified | |
| 69 | Triaxial Shear, UU Saturated, 3 Points | TRIAX, UU SAT, 3 POINTS | D2850-Modified | |
| 70 | Triaxial Test, TEX117E, Part I | TRIAX,TEX117E-PART I | TEX117E | |
| 71 | Triaxial Test, TEX117E, Part II | TRIAX,TEX117E-PART Ii | TEX117E | |
| 72 | Resonant Column Torsional Shear | RCTS | D4015 | |
| 73 | Acid Solubility | SOLUBILITY ACID | AWWA 8100 | |
| 74 | Air Degradation | AG AIR DEGRADATION | lTD T15 | |
| 75 | ASR Reactivity, Long Method | AG ASR REACT., LONG | C227, C1293 | |
| 76 | ASR Reactivity, Short method | AG ASR REACT., SHORT | C1260, Cl567 | |
| 77 | Clay Lumps and Friable Particles, per sz * | 1\G CLAY LUMP/FRIABLE | C142 | |
| 78 | Cleanness Value | AG CLEANNESS VALUE | CTM227, CT 227 | |
| 79 | Coarse Durability | AG COARSE DURABILITY | D3744, CTM 229 | |
| 80 | Fine Durability | AG FINE DURABILITY | D3744, CTM 229 | |
| 81 | Soundness | Soundness | C88,CTM 214 |
| *Note: Does not include Proctor Values | |
| RFQ PW23-XXX MT&I | Page 2 of 8 |
PG3
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
AGGREGATE TESTS
| Row # | AGGREGATE TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 81 | Acid Solubility | ACID SOLU | AWWA B100 | |
| 82 | Air Degradation | AIR DEG | ODT TM208 | |
| 83 | ASR Reactivity, Long Method | ASR REACT, LONG | C227, C1293 | |
| 84 | ASR Reactivity, Short Method | ASR REACT, SHORT | C1260,C1567 | |
| 85 | Cleanness Value | CLEANNESS V | CTM227 | |
| 86 | Clay Lumbs and Fieable Particles, per size | CLAY LUMB/FIEABLE PART | C142, T112 | |
| 87 | Coarse Specific Gravity & Absorption | AG COARSE SPG/ABSORP | C127, T85 | |
| 88 | Fine Specific Gravity & Absorption | AG FINE SPG/ABSORP | C128, T84 | |
| 89 | Flat and Elongated Particles, per size* | AG FLAT&ELONG/SIZE | D4791 | |
| 90 | Fractured Faces, per size * | AG FRACT. FACES/SIZE | D5821, T335 | |
| 91 | Lightweight Pieces ** | AG LIGHTWT. PIECES | C123, T113 | |
| 92 | Los Angeles Abrasion, Large Aggregate | AG LA ABRASION, LG | C535 , CTM 211 | |
| 93 | Los Angeles Abrasion, Small Aggregate | AG LA ABRASION, SM | C131, T96, CTM 211 | |
| 94 | Mortar Sand Strength | AG MORTAR SAND STR. | C87, CTM515 | |
| 95 | Organic Impurities | AG ORGANIC IMPURITIES | C40, T21 | |
| 96 | Potential Reactivity (Chern. Method) | AG ASR. REACT., CHEM. | C289 | |
| 97 | Sand Equivalent, 1 point | AG SAND EQUIV.,1PT. | D2419, CT 217, AASHTO T-176 | |
| 98 | Sand Equivalent, 3 points | AG SAND EQUIV., 3PT. | D2419, CT 217, AASHTO T-176 | |
| 99 | Sieve Analysis, % Finer than 200 Sieve | SIEVE ANALYSIS, -200 | C117, D1140, CT202, AASHTO T-27 | |
| 100 | Sieve Analysis, Fine | SIEVE ANALYSIS, F | C136, D422, D6913, CT202, AASHTO T-27 | |
| 101 | Sieve Analysis, Coarse | SIEVE ANALYSIS, C | C136, D422, D6913, CT202, AASHTO T-27 | |
| 102 | Sieve Analysis, Coarse and Fine | SIEVE ANALYSIS, C&F | C136, D422, D6913, CT202, AASHTO T-27 | |
| 103 | Soundness of Aggregate, per size * | AG SULFATE SOUND/SZ. | C88, T104, CTM 214 | |
| 104 | Unit Weight | AG UNIT WEIGHT | C29, T19 | |
| 105 | Water Content | WATER CONTENT | D2216, C566, T255 | |
| 106 | Texas Wet Ball Mill | TX WET BALL MILL | TEX116E | |
| 107 | Decantation Wash | DECANT WASH | TEX406A | |
| 108 | Uncompacted Void Content of Fine Aggr | UNCOMP VOID CONT | C1252,T304 | |
| 109 | Idaho Degradation | ID DEGR | IDT T-15 |
| ROCK TESTS | ||||
| Row # | ROCK TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 110 | Dimension Stone, Absorption/Spec. Grav. | DIM STONE-ABS/SPG | C97 | |
| 111 | Dimension Stone, Compressive Strength | DIM STONE-COMPRESS | C170 | |
| 112 | Dimension Stone, Flexural Strength | DIM STONE-FLEX STR | C880 | |
| 113 | Dimension Stone, Modulus of Rupture | DIM STONE-MD OF RUP | C99 | |
| 114 | Direct Shear, 1 Point | ROCK DIR. SHEAR, 1PT | D5607 | |
| 115 | Direct Shear, 3 Points | ROCK DlR. SHEAR, 3PT | D5607 | |
| 116 | Direct Shear, 5 Points | ROCK DIR. SHEAR, 5PT | D5607 | |
| 117 | Mohs Hardness Point | ROCK MOHS HARDNESS | D1895 | |
| 118 | Load Index Point | ROCK PT LOAD INDEX | D5731 | |
| 119 | Load, Set of 10 | ROCK PT LOAD SET/10 | D5731 | |
| 120 | Slake Durability | ROCK SLAKE DURABIL. | D4644 | |
| 121 | Splitting Tensile Strength | ROCK SPLIT. TENSILE | D3967 | |
| 122 | Triaxial Shear, Hard Rock | ROCK TRIAX, HARD | D7012 | |
| 123 | Triaxial Shear, Weak Rock | ROCK TRIAX, WEAK | D7012 | |
| 124 | Triaxial Shear, Weak w Modulus of Rupture | ROCK TRIAX, WEAK/MOD | D7012 | |
| 125 | Triaxial Shear, Weathered Rock | ROCK TRIAX, WEATHERD | D7012 | |
| 126 | Unconfined Compression | ROCK UNCON. COMP. | D7012 | |
| *Note: Does not include Proctor Values | ||||
| RFQ PW23-XXX MT&I | Page 3 of 8 |
PG4
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
| CONCRETE TESTS | ||||
| Row # | CONCRETE TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 127 | Unconfined Compression W/Mod of Rup | ROCK UC/MOD OF RUP | C7012 | |
| 128 | Compression | CONCRETE COMPRESSION | C39, CT 521 | |
| 129 | Core Compression | CONCRETE CORE COMP. | CTM 42 | |
| 130 | Creep | CONCRETE CREEP | C512 | |
| 131 | Cylinder Unit Weight | CONC. CYL. UNIT WT. | C567 | |
| 132 | Drying Shrinkage, set of 3 | CONC. DRY SHRINKAGE | CTM 157 | |
| 133 | Flexural Strength | CONC. FLEX STRENGTH | C78 | |
| 134 | Modulus of Elasticity | CONC.MOD OF ELAST | C469 | |
| 135 | Splitting Tensile Strength | CONC. SPLIT. TENSILE | C496 | |
| 136 | Concrete Core Thickness | CONC. CORE THICKNESS | CTM 174 | |
| 137 | Laboratory Trial Batch | CONCRETE TRIAL BATCH | C192 | |
| 138 | Mold Compressive Strength Test | COMPRESSIVE STRENGTH | C39 | |
| 139 | Shotcrete Compression | SHOTCRETE COMPRESS. | C1140 | |
| 140 | Gunite and Shotcrete Test Panel | Test panels / Core testing (Min 3 Cores) | C42 | |
| 141 | Sampling & Curing Molds | CONC SAMPLE & CURE | C31 | |
| 142 | Concrete Absorption, 3-Hour boil | CONC ABS, 3 HR | C497 | |
| 143 | Concrete Absorption, 5-Hour boil | CONC ABS, 5 HR | C497, C642 | |
| 144 | Concrete Absorption, 10 min Soak | CONC ABS, 10 MIN | C497 | |
| 145 | CLSM Compression | CLSM COMP | D4832 | |
| 146 | Concrete Permeability | CONC. PERM | COE CLR C48 | |
| 147 | Concrete Chloride Ion Penetration | CONC. CHL ION | C1202 | |
| MASONRY TESTS | ||||
| Row # | MASONRY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 148 | Grout Compression | GROUT COMPRESSION | C1019 | |
| 149 | Mortar Compression | MORTAR COMPRESSION | C942 | |
| 150 | Core Compression | MASONRY CORE COMP. | CADSA | |
| 151 | Core Shear | MASONRY CORE SHEAR | CADSA | |
| 152 | Prism Compression | MASONRY PRISM COMP. | C1314 | |
| 153 | CMU Absorption and Received Moisture | CMU ABSORP/MOIST. | C140 | |
| 154 | CMU Compression | CMU COMPRESSION | C140 | |
| 155 | CMU Dimension Verification | CMU DIMENSION VERIF. | C140 | |
| 156 | CMU Lineal Shrinkage | CMU LINEAL SHRINKAGE | C426 | |
| 157 | Masonry Brick Absorption | MASONRY BRK ABS | C67 |
ASPHALT TESTS
| Row # | BINDER TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 158 | Absolute Viscosity | AC ABSOLUTE VIS. | D2171 | |
| 159 | Bitumen Penetration | AC BIT. PENETRATION | D5 | |
| 160 | Kinematic Viscosity | AC KINEMATIC VISC. | D2170 | |
| 161 | Recovery by Rota-Vapor | AC RECOVERY ROTOVAP | D5404 | |
| 162 | Softening Point, Ring & Ball | AC SOFT. PT., R & B | D36 | |
| 163 | Bitumen Recovery by Abson Method | BITUMEN RECOVERY | D5404 | |
| 164 | Ductility of Bitumen | BITUMEN DUCTILITY | D113 | |
| 165 | Resilience of AR Binders | AR BINDER RES. | D5329 |
| Row # | MIXED PROPERTY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 166 | Air Voids Determination | AIR VOIDS DETER | D3203 | |
| 167 | Gradation of Extracted Aggregate | AC AGGREGATE GRADATION | D5444, CT202 | |
| 168 | Core Thickness | AC CORE THICKNESS | D3549 | |
| 169 | AC Content by Extraction | AC EXTRACTION | D2172 | |
| 170 | Hveem Stability (without compaction) | AC HVM STAB W/0 COMP | D1560 | |
| 171 | Hveem Stability (including compaction) | AC HVEEM STABILITY | D1560 | |
| 172 | Wet Track Abrasion Test | Slurry Wet Track Abrasion | D3910, ISSA/ TB100 | |
| 173 | Skid Resistance Test | Paved Surface Skid Resistance | ASTM E 2340 |
| *Note: Does not include Proctor Values | |
| RFQ PW23-XXX MT&I | Page 4 of 8 |
PG5
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
ASPHALT TESTS (continued)
| Row # | MIXED PROPERTY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 174 | AC Content by Ignition | AC IGNITIONOVEN | D6307, T308 | |
| 175 | Oven Ignition Oven | AC IGNITIONOVEN | D6307 | |
| 176 | Calibration Moisture | CALIB. | T329 | |
| 177 | Content | AC MOISTURE | 4125, CT 226, CT 370, AASHTO T-329 | |
| 178 | AC Content by Nuclear | CONTENT AC NUC. | D4125 | |
| 179 | Gauge Marshall Stability and Flow | STABILITY & FLOW | D6927 | |
| 180 | Swell | ACSWELL | CTM305 | |
| 181 | Core Unit Weight & Thickness | AC CORE WT./THICK. | D1188, D2726, D3549 |
| Row # | DESIGN AND DENSITY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 182 | Centrifuge Kerosene Equivalent | Invoice Name | CTM303 | |
| 183 | Film Stripping | ACCKE | CTM302 | |
| 184 | Index of Retained Strength | AC FILM STRIPPING | D1075 | |
| 185 | Unit Weight, Gyratory | AC INDEX RET. | T312 | |
| 186 | Method Unit Weight, Hveern | STRGTH AC UNIT | D1561 | |
| 187 | Marshall Method | AC UNIT WT., HVEEM | D6926 | |
| 188 | Maximum Theoretical Specific Gravity | AC UNIT WT., | D2041 | |
| 189 | Moisture Induced Damage | MARSH. AC MAX | T283 | |
| 190 | Caltrans Tensile Strength | CALTRANS TS | CTM371 | |
| 191 | Ratio Moisture Vapor | AC MOIST. VAPOR SUS. | ||
| 192 | Mix Design, Hveem Method W/RAP | HVEEM DESIGN W/RAP | ASTM 1560/ T246 | |
| 193 | Mix Design, Hveem Method | HVEEM MIX DESIGN | ASTM 1560/ T246 | |
| 194 | Mix Design, Marshall Method | MARSHALL MIX | D6927, T245 | |
| 195 | Mix Design, Superpave | DESIGN SUPERPAVE | D6925 | |
| 196 | Caltrans Opt Bitumen Content OGFC | CALTRANS BIT CONT | CTM 368 | |
| 197 | Hamburg Wheel Track, Set of 2 | HAMBURG WHEEL | T324 |
SLURRY SEAL TESTS
| Row # | MIXED PROPERTY TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 198 | Slurry Seal Consistency | SLURRY SEAL CONSISTENCY | ||
| EMULSION TESTS |
Row # MIXED PROPERTY TESTS INVOICE NAME TEST METHOD PRICE
| METAL TESTS | ||||
| Row # | BOLT TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 199 | Bolt Assembly Suite (Bolt, Nut, Washer) * | SUITE BOLT | F606 | |
| 200 | Bolt Hardness | BOLT HARDNESS | E18 | |
| 201 | Bolt Proof Load | BOLT PROOF LOAD | F606 | |
| 202 | Bolt Wedge Tensile | BOLT WEDGE TENSILE | F606 | |
| 203 | Nut Hardness | NUT HARDNESS | E18 | |
| 204 | Nut Proof Load | NUT PROOF LOAD | F606 | |
| 205 | Washer Hardness | WASHER HARDNESS | E18 | |
| 206 | Calibrated Wrench Test Method | HS Bolt Tension Verification | AISC | |
| 207 | Skidmor Whilham Test Method | HS Bolt Tension Verification | AISC | |
| *Note: Does not include Proctor Values | ||||
| RFQ PW23-XXX MT&I | Page 5 of 8 |
PG6
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
METAL TESTS (continued)
| Row # | STRUCTURAL METAL TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 208 | Bend | METAL, BEND | A370, ASTM A615, AASHTO T244 | |
| 209 | Charpy Impact, Set of 3 * | METAL, CHARPY, SET/3 | A370, A673 | |
| 210 | Rebar Coupler Slippage | METAL, COUPLER SLIP | A370 | |
| 211 | Rebar Coupler Tensile | METAL, COUPLER TENS. | A370, ASTM A615, AASHTO T244 | |
| 212 | Rebar Coupler Tensile, 2+ Sq Inch CS | METAL, COUPLER TENS. 2 IN | ||
| 213 | CTM 670 Strain (Elongation) | METAL, CTM670 STRAIN | CTM670 | |
| 214 | PT Strand Tensile | METAL, PT TENSILE | A370, ASTM A615, AASHTO T244 | |
| 215 | Spliced Specimen Tensile | METAL, SPLICE TENS. | A370, ASTM A615, AASHTO T244 | |
| 216 | Tensile <2.0 Sq. In. Cross-Sect. | METAL, TENSILE <2" | A370, ASTM A615, AASHTO T244 | |
| 217 | Tensile >2.0 Sq. ln. Cross-Sect. | METAL, TENSILE >2" | A370, ASTM A615, AASHTO T244 | |
| 218 | Rockwell Hardness | ROCKWELL HARDNESS | E18 | |
| 219 | Macroetch | MACROETCH | E381 | |
| 220 | Galvanization Thickness | GALV THICKNESS | B499, E376 | |
| 221 | Metal Modulus Elasticity | METAL MODULUS ELAST |
SAMPLE PREPARATION AND MISCELLANEOUS TESTS
| Row # | SAMPLE PREPARATION TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 222 | Rock Sample Preparation | ROCK SAMPLE PREP. | D4543 | |
| 223 | Sample Crushing | SAMPLE CRUSHING | ||
| 224 | Sample Cutting and Trimming | SAMPLE CUT & TRIM | ||
| 225 | Sample Mixing and Processing | SAMPLE MIX&PROCESS | ||
| 226 | Sample Preparation | SAMPLE PREPARATION | ||
| 227 | Sample Preparation, per hour | SAMPLE PREP./HR. | ||
| 228 | Sample Remolding | SAMPLE REMOLDING | ||
| 229 | Contamination Fee | CONTAMINATION FEE | ||
| 230 | Sample Disposal Fee | SAMPLE DISPOSAL FEE |
| Row # | MISCELLANEOUS TESTS | INVOICE NAME | TEST METHOD | PRICE |
| 231 | Fireproofing Density | FIREPROOFING DENSITY | E605 | |
| 232 | Hydraulic Ram Calibration | HYDRAULIC RAM CALIB. | ||
| 233 | Non-Masonry Grout Compression | NON-MAS.GROUT COMP. | C579 | |
| 234 | Pocket Penetration Value | POCKET PENETRATION | ||
| 235 | Roof Tile Absorption | ROOF TILE ABSORPTION | ||
| 236 | Roofing, Unit Weight of Surfacing | ROOF UNIT WT. SURF. | C2829 |
| *Note: Does not include Proctor Values | |
| RFQ PW23-XXX MT&I | Page 6 of 8 |
PG7
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
OTHER EQUIPMENT CHARGES
| Row # | MATERIALS TESTING EQUIPMENT | INVOICE NAME | TEST METHOD | PRICE |
| 237 | Anchor Bolt Testing Device | ANCHOR BOLT TST/DAY | ||
| 238 | Asphalt Sampling Box | ASPHLT SAMPLE BOXES | ||
| 239 | Brinell Hardness Tester | BRINELL HARDNESS/DAY | E10 | |
| 240 | Concrete Rebound (Schmidt) Hammer | SCHMIDT HAMMER/DAY | C805 | |
| 241 | Concrete Vapor Emission Test Kit | MOIST FLOOR/SLAB TST | F1869 | |
| 242 | Coring Machine | CORING MACHINE /DAY | ||
| 243 | Cylinder Mold | CYLINDER MOLDS | ||
| 244 | Digital Thickness Gauge | THICKNESS GAUGE /DAY | ||
| 245 | FerroScan Equipment | FERROSCAN EQUIPMENT | ||
| 246 | Floor Flatness Testing Device (Per Test) | FLOOR FLATNESS TST | E1155 | |
| 247 | Hand Auger and Soil Sampler | HAND AUGER/DAY | ||
| 248 | Magnetic Particle Testing Device | MAGNETIC PARTICLE | ASNT, AWS 61 .1 | |
| 249 | Nuclear Soil Density/Moisture Gauge | NUCLEAR DENS GAUGE | ||
| 250 | Nuclear Soil Density/Moisture Gauge | NUCLEAR DENSOMTRITST | ||
| 251 | Thin-Lift Nuclear Asphalt Density Gauge | THIN LFT ASPHT GG/DY | ||
| 252 | Rebar Locator | REBAR LOCATOR/DAY | ||
| 253 | Skidmore Bolt Tension Calibrator | SKID WILl-I BOLT/DAY | A325, A490 | |
| 254 | Torque Wrench, up to 1,000 foot-pounds | TORQUE WRENCH/DAY | A325, A490 | |
| 255 | Ultrasonic Testing Device | UT TESTING EQUIP/DAY | ASNT, AWS 81.1 |
| Row # | VEHICLES DESCRIPTION | INVOICE NAME | PRICE |
| 256 | Mileage, 2 Wheel Drive (Per Mile) | MILEAGE, 2 WH/MILE | |
| 257 | Mileage, 4 Wheel Drive (Per Mile) | MILEAGE, 4 WH/MILE | |
| 258 | Vehicle, 2 Wheel Drive (Per Hour) | VEHICLE, 2 WHEEL/HR | |
| 259 | Vehicle, 4 Wheel Drive (Per Hour) | VEHICLE, 4 WHEEL/HR | |
| 260 | Vehicle w/Std Testing Equip (Per Hour) | VEH W/STD EQUIP/HR | |
| 261 | Vehicle w/Nuclear Dens Equip (Per Hour) | VEH W/ND EQUIP/HR | |
| 262 | Vehicle w/ Ultrasonic, Magnetic Particle Equip (Per Hour) | VEH W/UT EQUIP/HR |
| *Note: Does not include Proctor Values | |
| RFQ PW23-XXX MT&I | Page 7 of 8 |
PG8
SAMPLE 2023-2026 SCHEDULE OF RATES AND CHARGES FOR
GEOTECHNICAL/MATERIALS TESTING SERVICES CITY OF LONG BEACH
TESTING LABOR
| Row # | CLASSIFICATION | INVOICE NAME | TEST METHOD | PRICE |
| 263 | Principal Engineer/Geologist/Environmental Scientist | PRINCIPAL ENG/GEO/ENV SC | ||
| 264 | Senior Engineer/Geologist/Environmental Scientist | SENIOR ENG/GEO/ENV SC | ||
| 265 | Senior Project Engineer/Geologist/Environmental Scientist | SENIOR PROJECT ENG/GEO/ENV SC | ||
| 266 | Project Engineer/Geologist/Environmental Scientist | PROJECT ENG/GEO/ENV SC | ||
| 267 | Senior Staff Engineer/Geologist/Environmental Scientist | SENIOR STAFF ENG/GEO/ENV SC | ||
| 268 | Staff Engineer/Geologist/Environmental Scientist | STAFF ENG/GEO/ENV SC | ||
| 269 | GIS Analyst | GIS ANALYST | ||
| 270 | Field Operations Manager | FIELD MANAGER | ||
| 271 | Supervisory Technician | SUPERVISORY TECHNICIAN | ||
| 272 | Nondestructive Examination Technician*, UT, MT, LP, RT (ASNT level 2 or 3) | NONDESTRUCTIVE TECH | ||
| 273 | Senior Field/Laboratory Technician* | SENIOR FIELD/LAB TECH | ||
| 274 | Field/Laboratory Technician* | FIELD/LAB TECH | ||
| 275 | ACI Concrete Technician* | ACI TECH | ||
| 276 | Concrete/Asphalt Batch Plant Inspector* | CONCRETE INSP | ||
| 277 | Special Inspector (Concrete, Masonry, Steel, Welding, Fireproofing, Etc)* | SPECIAL INSP | ||
| 278 | Technical Illustrator/CAD Operator | TECHNICAL ILLUSTRATOR/CAD OPER | ||
| 279 | Geotechnical/Environmental/Laboratory Assistant | ENG/GEO/ENV ASSISTANT | ||
| 280 | Information Specialist | INFORMATION SPECIALIST | ||
| 281 | Data Processing, Technical Editing, or Reproduction | DATA PROCESSING | ||
| 282 | Coating Inspectors (NACE level 1/2 Certified) | Source Inspectors | ||
| 283 | Precast Concrete Instittue (PCI Level II/III ) | Source Inspectors |
OTHER CHARGES
| Row # | MATERIALS TESTING EQUIPMENT | INVOICE NAME | TEST METHOD | PRICE |
| 282 | Expert Witness Testimony | EXPERT WITNESS TESTIMONY | ||
| 283 | Concrete Coring Equipment (includes one technician) | CONCRETE CORING EQ | ||
| 284 | PID/FID Usage | PID/FID USAGE | ||
| 285 | Anchor load test equipment (includes technician) | ANCHOR LOAD TEST EQ | ||
| 286 | Hand Auger Equipment | HAND AUGER EQ | ||
| 287 | Inclinometer Usage | INCLINOMETER USAGE | ||
| 288 | Vapor Emission Kits | VAPOR EMISSION KITS | ||
| 289 | Level D Personal Protective Equipment (per person per day) | LEVEL D PPE | ||
| 290 | Rebar Locator (Pachometer) | REBAR LOCATOR | ||
| 291 | Nuclear Density Gauge Usage | NUCLEAR DENSITY GAUGE | ||
| 292 | Field Vehicle Usage | FIELD VEHICLE USAGE | ||
| 293 | Asbestos Laboratory Analysis | ASBESTOS LABORATORY ANALYSIS | ||
| 294 | Lead Dust Wipe by AAS | LEAD DUST WIPE |
| *Note: Does not include Proctor Values | |
| RFQ PW23-XXX MT&I | Page 8 of 8 |
File details come from the government source that posted it. Updated .