WBCMS Lab Test Records and Codes

Transcription

1 WBCMS Lab Test Records and s Aggregates Low Complexity Testing 1 QA Granular Aggregate Check Granular Phys and Prod Properties LS-602, LS-607, LS-621 (PH-CC-450a Fine Aggregate) (PH-CC-450b Coarse Aggregate) Granular Physical & Production 2 Percent Asphalt Coated Particles LS Standard Proctor (5 Point) LS Determination of Flats and Elongates LS Geotextile Geotextile (PH-CC-443) Soil and Rock Low Complexity Testing 6 Earth Acceptability LS-701, LS-702, LS-703, LS- 704, LS-705, LS-706 Organic Content. 7 Moisture Content of Soils LS-701 Record Test Material Type s AGTG AGL1 GRA (Granular A) FDAT AGL2 GRA (Granular A) FDAT AGL3 GRA (Granular A) FDAT AGL4 GRA (Granular A) CCA (Concrete Coarse Aggregate) SP9 (Superpave 9.5 mm) OGDL (Open Graded Drainage Layer) GTT -- FDAT FDAT SRL1 SRL2 **Please note this is a living document and will be updated regularly** Page 1 of 8

2 WBCMS Lab Test Records and s Aggregates High Complexity Testing 8 Granular Aggregate - Physical Quality (Coarse and Fine) LS-618, LS-619, LS-630, LS- 631 (or LS-703/704 as required by OPSS 1010) Granular Phys and Prod Properties (PH-CC-450a Fine Aggregate) (PH-CC-450b Coarse Aggregate) Granular Physical & Production Record Test Material Type s AGTG AGH1 GRA (Granular A) 9 Premium Hot Mix Aggregates - Physical Quality (Coarse and Fine) for SMA 9.5 &12.5, Superpave 12.5 FC1 & 12.5FC2 HMA Physical Properties (PH-CC-449a Fine Aggregate) (PH-CC-449b Coarse Aggregate) HMA Aggregate Physicals AHMA AGH2 SP12 (Superpave 12.5 mm FC1/FC2) RAP (Reclaimed Asphalt Pavement) OGDL (Open Graded Drainage Layer) LS-600, LS-601, LS-604, LS- 606, LS-609 (Part A), LS 613, LS-614, LS-618, LS-619, LS 631 Surface Treatment Physical Properties (PH-CC-451) Surf. Treat. Aggregate Physicals ATSF 10 Hot Mix Aggregates - Physical Quality (Coarse and Fine) for Superpave 4.75, 9.5 & 12.5, and all Binder Mixes LS-600, LS-601, LS-604, LS- 606, LS-614, LS-618, LS-619, LS 631 HMA Physical Properties (PH-CC-449a Fine Aggregate) (PH-CC-449b Coarse Aggregate) HMA Aggregate Physicals Surface Treatment Physical Properties (PH-CC-451) Surf. Treat. Aggregate Physicals AHMA ATSF AGH3 SP9 (Superpave 9.5 mm) RAP (Reclaimed Asphalt Pavement) OGDL (Open Graded Drainage Layer) 11 Concrete Coarse Aggregate - Physical Quality LS-601, LS-602, LS-604, LS- 606, LS-608, LS-609, LS-614, LS Concrete Fine Aggregate - Physical Quality LS-602, LS-610, LS-619 LS-613 where required by OPSS Extracted Hot Mix Aggregates Physical Properties (Coarse and Fine) Concrete Physical Properties (PH-CC-448b Coarse Aggregate) Concrete Aggregates Physicals Concrete Physical Properties (PH-CC-448a Fine Aggregate) Concrete Aggregates Physicals HMA Physical Properties (PH-CC-449a Fine Aggregate) (PH-CC-449b Coarse Aggregate) HMA Aggregate Physicals ATC AGH4 CCA (Concrete Coarse Aggregate) ATC AGH5 CFA (Concrete Fine Aggregate) AHMA AGH6 SP9 (Superpave 9.5 mm) RAP (Reclaimed Asphalt Pavement) LS-616 Part B, LS 608, LS- 609 Part B, LS 613 **Please note this is a living document and will be updated regularly** Page 2 of 8

3 WBCMS Lab Test Records and s 14 RAP Test for Contaminants LS Specific Gravity & Absorption of Coarse Aggregate LS Specific Gravity & Absorption of Fine Aggregate LS Accelerated Mortar Bar LS-620 or CSA A A 18 Aggregate Bulk Specific Gravity (Gsb) for Superpave Mixtures LS-604, LS-605, LS Aggregate Bulk Specific Gravity (Gsb) for Superpave Mixtures, with RAP LS-604, LS-605, LS Permeability of Granular Soils LS Mica Content LS-616 Record Test Material Type s FDAT AGH7 RAP (Reclaimed Asphalt Pavement) FDAT AGH8 ACA (Asphalt Coarse Aggregate) CCA (Concrete Coarse Aggregate) FDAT AGH9 AFA (Asphalt Fine Aggregate) CFA (Concrete Fine Aggregate) FDAT AGH10 CCA (Concrete Coarse Aggregate) CFA (Concrete Fine Aggregate) BSI AGH11 SP9 (Superpave 9.5 mm) BSI AGH12 SP9 (Superpave 9.5 mm) RAP (Reclaimed Asphalt Pavement) FDAT AGH13 GRA (Granular A) FDAT AGH14 GRA (Granular A) **Please note this is a living document and will be updated regularly** Page 3 of 8

4 WBCMS Lab Test Records and s 22 Plasticity Index (PI) for Granular Materials LS-703/ Soundness of Aggregates by Use of Magnesium Sulphate LS-606 Hot Mix Asphalt Testing 24 Resistance of Compacted Bituminous Mixture to Moisture Induced Damage AASHTO T QA Mix Properties Superpave (or SMA) AASHTO T312, R35, AASHTO T209 (LS-264) LS-282 (or LS- 292), LS SMA Draindown Characteristics AASHTO T Extraction and Recovery of Asphalt Cement LS-282, LS-284 (PH-CC-CC-139, PH-CC-816) *PH-CC-816 for HIR Record Test Material Type s FDAT AGH15 GRA (Granular A) SP9 (Superpave 9.5 mm) FDAT AGH16 GRA (Granular A) SP9 (Superpave 9.5 mm) CCA (Concrete Coarse Aggregate) CFA (Concrete Fine Aggregate) ACA (Asphalt Coarse Aggregate) AFA (Asphalt Fine Aggregate) BSI AQA1 SP9 (Superpave 9.5 mm) BSI AQA2 SP9 (Superpave 9.5 mm) BSI AQA3 BSI AQA4 **Please note this is a living document and will be updated regularly** Page 4 of 8

5 WBCMS Lab Test Records and s 28 Ignition Oven Calibration LS Pavement Compaction Cores LS-262, LS-264, LS Laboratory Determination of Pavement Thickness - QA LS Testing of Grit for SMA (PH-CC-CC-139, PH-CC-816) *PH-CC-816 for HIR (PH-CC-CC-139, PH-CC-816) *PH-CC-816 for HIR Lift Thickness Measurement (PH-CC-870) Sample - Lift Thickness AC Content and gradation following LS-282 Performance Graded Asphalt Cement Testing 32 PGAC Compliance Plus AASHTO R29, LS-227 (Ash Content), LS-299 (DENT), LS- 308 (Extended BBR), AASHTO T350 (MSCR) PGAC (PH-CC-250) Sample - Asphalt Cement (PGAC) Cold In-place Recycled / Expanded Asphalt Testing 33 Moisture Content of Mixtures LS Compaction of Mixtures LS-306 or ASTM D Indirect Tensile Strength (ITS) for CIREAM or Expanded Asphalt Mix (EAM) LS AC Content of EAM LS-282, or LS-291 or LS-292 Determination of AC Content 37 CIR Target Density Determination Record Test Material Type s BSI AQA5 SP9 (Superpave 9.5 mm) BSI AQA6 SP9 (Superpave 9.5 mm) LTM AQA7 SP9 (Superpave 9.5 mm) BSI AQA9 PGAC PGA1 PGAC (Performance Graded Asphalt Cement) BSI CIR1 CIR (Cold in place recycled material) BSI CIR2 CIR (Cold in place recycled material) BSI CIR3 CIR (Cold in place recycled material) BSI CIR4 CIR (Cold in place recycled material) BSI CIR5 CIR (Cold in place recycled material) LS Gradation of EAM, CIREAM or BSI CIR6 CIR (Cold in place recycled material) CIR Mixtures LS-602 **Please note this is a living document Sample and - Core will be or updated Mix regularly** Page 5 of 8

6 WBCMS Lab Test Records and s Emulsions and Cutback Asphalt Testing 39 Tack Coat LS-200, LS Emulsion Quality (Anionic and Cationic): LS-200, LS-204, LS-205, LS- 216, LS-217, LS-218, LS-219, LS-220, LS-221, LS-222, LS- 223, LS Cutback Quality for Ministry Primers; RC, MC and SC: LS-200, LS-202, LS-204, LS- 205, ASTM D 243, ASTM D 402, ASTM D 3142, ASTM D 42 High Float Emulsion Quality: LS-200, LS-204, LS-205, LS- 207, LS-216, LS-217, LS-218, LS-219, LS-220, LS-223, LS-226, ASTM D6930, ASTM D Polymer Modified Emulsion Quality: LS-200, LS-204, LS-205, LS- 207, LS-208, LS-216, LS-217, LS-218, LS-219, LS-220, LS- 223, LS-226, ASTM D36, ASTM D2939, LS-221 or ASTM D6930, ASTM D Solvent Free Emulsion Quality (Granular Sealer): LS-200, LS-204, LS-205, LS- 216, LS-217, LS-218, LS-219, LS-223, ASTM D Tall Oil Pitch Emulsion Record Test Material Type s BMR ECA1 TC1 (Tack Coat) i.e. SS1 or SS1HH BMR ECA2 BMR ECA3 GRS (Granular Sealing) RC30 (Asphalt Cutback) BMR BMR ECA4 ECA5 BMR ECA6 GRS (Granular Sealing) BMR ECA7 GRS (Granular Sealing) **Please note this is a living document and will be updated regularly** Page 6 of 8

7 WBCMS Lab Test Records and s Hardened Concrete Testing 46 Compressive Strength of Concrete Cylinders LS-406, LS-426, LS Compressive Strength of Concrete Cores LS Air Void System Testing LS Scaling Resistance of Concrete Surfaces Exposed to De-icing Chemicals LS Rapid Chloride Permeability Testing LS Linear Shrinkage LS Compressive Strength of Ultra High Strength Concrete including Proprietary Products LS-426 FSD - Hardened Concrete or Shotcrete Samples - Lab Test Hardenend Concrete or Shotcrete Samples Record Test Material Type s CCT HCT1 30MPA (30 MPa Concrete) HCSC HCT3 30MPA (30 MPa Concrete) HCSC HCT4 30MPA (30 MPa Concrete) HCSC HCT5 30MPA (30 MPa Concrete) HCSC HCT6 30MPA (30 MPa Concrete) HCSC HCT7 30MPA (30 MPa Concrete) CCT HCT8 53 Determinations of Total Chloride Ion in Concrete LS-417 Concrete Other Testing 54 Compressive Strength of Cement Grout FSD - Hardened Concrete or Shotcrete Samples - Lab Test Hardenend Concrete or Shotcrete Samples HCSC HCT9 30MPA (30 MPa Concrete) CCT GT1 CSA A23.2-1B 55 Water Quality (nonmunicipal FSD - Hardened Concrete or HCSC DW1 drinking sources) Shotcrete Samples - Lab Test OPSS.PROV 1302 Water, Table 1 Hardenend Concrete or **Please note this is a living document Shotcrete and will Samples be updated regularly** Page 7 of 8

8 WBCMS Lab Test Records and s 56 Latex Modifier Quality: Non- Volatile Content, Relative Density, ph. LS-413, LS-414, LS Air Entraining and Chemical Admixture Quality: Non- Volatile Content, Relative Density, ph. LS-413, LS-414, LS Curing Compound: Quality Non-volatile content, Relative Density, Settling Rate. FSD - Admixtures/Latex Concrete Admixtures/Latex FSD - Admixtures/Latex Concrete Admixtures/Latex FSD - Curing Compounds Concrete Curing Compounds LS-413, LS-414, LS Bearings FSD-Bearings 60 Cement FSD-Cement (PH- CC-340) 61 Expansion Joint Seal FSD-Expansion Joint Seal 62 Joint Sealant FSD-Joint Sealant 63 Waterproofing Membrane FSD-Waterproofing Membrane 64 Mechanical Connectors Mechanical Connectors (no PH-CC) Specialty and Others 65 MERO Pavement Marking MERO Pavement Marking (PH-CC-708, 713) 66 Pavement Markings and Glass Bead Pavement Markings and Glass Bead (PH-CC-707, 713) 67 Structural Coating Sample Structural Coating Sample (PH-CC-783) 68 Miscellaneous Testing **When use of non-standard test is directed/approved by QA** Record Test Material Type s FDAL TA1 WRA (Water Reducing Admixture) SPZ (Superplasticizer) RET (Retarder) AEA (Air Entraining Agent) FDAL TA2 WRA (Water Reducing Admixture) SPZ (Superplasticizer) RET (Retarder) AEA (Air Entraining Agent) FDCC TCC1 FDBE -- FDCC -- EJS -- FDJS -- FDWM -- MCR -- PMSD SCS -- MIS2 **Please note this is a living document and will be updated regularly** Page 8 of 8