Municipal Engineering Material Testing

Municipal engineering material testing is a fundamental and essential task throughout the entire process of municipal infrastructure construction and maintenance. Based on national codes and industry standards, it employs scientific testing methods to inspect, evaluate, and monitor the quality, performance, and compliance of various raw materials, semi-finished products, and finished products in municipal engineering. It directly determines the structural safety, service durability, and environmental adaptability of facilities such as municipal roads, bridges, drainage systems, and pipeline networks. It is a key link in preventing engineering quality hazards, standardizing construction practices, and ensuring public safety.

Testing Standards

Soil and Inorganic Binder Stabilized Materials

Wet Density (Ring Knife Method): JTG 3430-2020, MH/T 5110-2015

Dry Density (Ring Knife Method): JTG 3430-2020, MH/T 5110-2015

Compaction Degree (Ring Knife Method): JTG 3430-2020, MH/T 5110-2015

Wet Density (Sand Cone Method): JTG 3430-2020, TB 10102-2023

Dry Density (Sand Cone Method): JTG 3430-2020, TB 10102-2023

Compaction Degree (Sand Cone Method): JTG 3430-2020, TB 10102-2023

Maximum Dry Density (Compaction Test): JTG 3430-2020, JTG 3441-2024, TB 10102-2023

Optimum Moisture Content (Compaction Test): JTG 3430-2020, JTG 3441-2024, TB 10102-2023

Optimum Water Content (Compaction Test): JTG 3441-2024, TB 10102-2023

Soil Sample Analysis

Water Content: JTG 3430-2020, JTG 3441-2024, TB 10102-2023

Liquid Limit: JTG 3430-2020, TB 10102-2023

Plastic Limit: JTG 3430-2020, TB 10102-2023

Maximum Dry Density of Coarse-grained Soil: JTG 3430-2020

California Bearing Ratio (CBR): JTG 3430-2020

Unconfined Compressive Strength: JTG 3430-2020, JTG 3441-2024, TB 10102-2023

Cement or Lime Dosage: JTG 3441-2024

Plasticity Index: JTG 3430-2020, TB 10102-2023

Coefficient of Uniformity: JTG 3430-2020, TB 10102-2023

Particle Content Below 0.6mm: JTG 3430-2020, TB 10102-2023

Particle Size Analysis: JTG 3430-2020, TB 10102-2023

Organic Matter Content: JTG 3430-2020

Soluble Salt Content: JTG 3430-2020

Specific Gravity: JTG 3430-2020

Shrinkage Limit: JTG 3430-2020, TB 10102-2023

Natural Consistency: JTG 3430-2020

Resilient Modulus: JTG 3441-2024

Relative Density of Sand: JTG 3430-2020, TB 10102-2023

Loss on Ignition: JTG 3430-2020

Dry (Wet) Density: JTG 3430-2020, JTG 3441-2024, TB 10102-2023

Water Content: JTG 3430-2020, JTG 3441-2024

Optimum Water Content (Compaction Test): JTG 3430-2020, JTG 3441-2024

Geosynthetics Physical Properties

Tensile Strength: GB/T 15788-2017, JTG E50-2006, GB/T 1040.1-2018, etc.

Elongation: GB/T 15788-2017, JTG E50-2006, JT/T 1432.1-2022, etc.

Trapezoidal Tear Strength: GB/T 13763-2010, SL 235-2012, JTG E50-2006, etc.

CBR Puncture Resistance: GB/T 14800-2010, SL 235-2012, JTG E50-2006, etc.

Puncture Resistance: GB/T 14800-2010, GB/T 15788-2017, GB/T 19978-2005

Cone Drop Test: GB/T 17630-2024

Breaking Strength: GB/T 13763-2010, GB/T 15788-2017, GB/T 21825-2008

Elongation at Break: GB/T 15788-2017, GB/T 21825-2008, JT/T 1432.2-2022

Tensile Strength: JG/T 193-2006, JT/T 1432.1-2022

Ultimate Tensile Strength: GB/T 15788-2017, JTG E50-2006, JT/T 1432.1-2022, etc.

Geosynthetics Hydraulic Properties

Vertical Permeability Coefficient: GB/T 15789-2016

Flow Rate (Transmissivity): GB/T 15789-2016

Apparent Opening Size: GB/T 14799-2024, JT/T 1432.2-2022

Water Permeability Rate: GB/T 15789-2016

Filtration Water Volume: GB/T 35470-2017, JG/T 193-2006, GB/T 5005-2010

Asphalt and Emulsified Asphalt

Breaking Speed: JTG 3410-2025

Standard Viscosity: JTG 3410-2025

Evaporation Residue Content: JTG 3410-2025

Elastic Recovery: JTG 3410-2025

Kinematic Viscosity: JTG 3410-2025

Brookfield Rotational Viscosity: JTG 3410-2025

Penetration Index: JTG 3410-2025

Wax Content (Distillation Method): JTG 3410-2025

Flash Point: JTG 3410-2025

Dynamic Viscosity: JTG 3410-2025

Solubility: JTG 3410-2025

Density and Relative Density: JTG 3410-2025

Particle Ion Charge: JTG 3410-2025

Residue on 1.18mm Sieve: JTG 3410-2025

Engler Viscosity: JTG 3410-2025

Adhesion to Coarse Aggregate: JTG 3410-2025

Segregation: JTG 3410-2025

Storage Stability: JTG 3410-2025

Penetration of Evaporation Residue: JTG 3410-2025

Softening Point of Evaporation Residue: JTG 3410-2025

Ductility of Evaporation Residue: JTG 3410-2025

Coarse Aggregate for Asphalt Mixtures

Crushing Value: JTG 3432-2024

Los Angeles Abrasion Loss: JTG 3432-2024

Apparent Relative Density: JTG 3432-2024

Water Absorption: JTG 3432-2024

Adhesion with Asphalt: JTG 3410-2025

Particle Size Distribution (Gradation): JTG 3432-2024

Soundness: JTG 3432-2024

Weak Particles Content: JTG 3432-2024

Polished Stone Value (PSV): JTG 3432-2024

Flat and Elongated Particles Content: JTG 3432-2024

Particle Content Below 0.075mm: JTG 3432-2024

Moisture Content: JTG 3432-2024

Apparent Density: JTG 3432-2024

Bulk Density: JTG 3432-2024

Clay, Silt and Dust Content: JTG 3432-2024

Clay Lump Content: JTG 3432-2024

Organic Matter Content: JTG 3432-2024

Fine Aggregate for Asphalt Mixtures

Sand Equivalent: JTG 3432-2024

Particle Size Distribution (Gradation) and Fineness Modulus: JTG 3432-2024

Angularity: JTG 3432-2024

Soundness: JTG 3432-2024

Clay, Silt and Dust Content: JTG 3432-2024

Stone Powder Content (Methylene Blue Value): JTG 3432-2024

Apparent Density: JTG 3432-2024

Compacted Density: JTG 3432-2024

Moisture Content: JTG 3432-2024

Asphalt Mixtures

Asphalt Content and Gradation (Centrifugal/Extraction Method): JTG 3410-2025

Water Permeability Coefficient: JTG 3410-2025

Voids in Mineral Aggregate (VMA): JTG 3410-2025

Rutting Resistance: JTG 3410-2025

Asphalt Saturation (VFA): JTG 3410-2025

Freeze-Thaw Splitting Tensile Strength: JTG 3410-2025

Paving Bricks and Curbs

Compressive Strength of Concrete Pavers: GB/T 28635-2012

Flexural Strength of Concrete Pavers: GB/T 28635-2012

Slip Resistance: GB/T 32987-2016, GB/T 28635-2012

Abrasion Resistance (Wearing Length): GB/T 12988-2009

Freeze-Thaw Resistance: GB/T 28635-2012

Water Absorption: GB/T 28635-2012

Dimensional Deviations: GB/T 28635-2012

Flexural Strength of Permeable Bricks: GB/T 25993-2023

Water Permeability Coefficient of Permeable Bricks: GB/T 25993-2010

Compressive Strength of Concrete Curbs: JC/T 899-2016

Flexural Strength of Concrete Curbs: JC/T 899-2016

Manhole Covers, Grates, etc.

Residual Deformation of Manhole Covers: GB/T 23858-2009

Load Capacity of Manhole Covers: GB/T 23858-2009, GB 26537-2011

Load Capacity of Grates: CJ/T 130-2001, CJ/T 212-2005, JC/T 948-2005, etc.

Compressive Strength of Concrete Blocks: CJJ/T 230-2015, GB/T 4111-2013

Compressive Strength of Crash Barriers/Median Barriers: GB/T 50081-2019

Cement Physical Properties

Final Setting Time: GB/T 1346-2024

Initial Setting Time: GB/T 1346-2024

Soundness (Boiling Method): GB/T 1346-2024

Strength: GB/T 17671-2021

Water Retention Rate: GB/T 3183-2017

Water Requirement for Normal Consistency: GB/T 1346-2024

Fineness: GB/T 1345-2005

Specific Surface Area (Blaine): GB/T 8074-2008

Density: GB/T 208-2014

Fluidity: GB/T 2419-2005

Cement Chemical Properties

Chloride Ion: GB/T 176-2017

Alkali Content: GB/T 176-2017, JTG 3420-2020

Sulfur Trioxide (SO₃): GB/T 176-2017, JTG 3420-2020

Magnesium Oxide (MgO): GB/T 176-2017

Loss on Ignition (LOI): GB/T 176-2017

Aggregates

Particle Size Distribution (Gradation): JGJ 52-2006, GB/T 14684-2022, etc.

Clay, Silt and Dust Content: JGJ 52-2006, GB/T 14684-2022, etc.

Clay Lump Content: JGJ 52-2006, GB/T 14684-2022, etc.

Crushing Value: JGJ 52-2006

Flat and Elongated Particles Content: JGJ 52-2006

Methylene Blue Value: JGJ 52-2006, GB/T 14684-2022, etc.

Soundness: JGJ 52-2006

Alkali-Aggregate Reactivity: GB/T 14684-2022

Sulfate and Sulfide Content: JGJ 52-2006, GB/T 14684-2022, etc.

Lightweight Material Content: JGJ 52-2006, GB/T 14684-2022, etc.

Organic Matter Content: JGJ 52-2006, GB/T 14684-2022, etc.

Shell Content: JGJ 52-2006, GB/T 14684-2022

Fineness Modulus: JGJ 52-2006, GB/T 14684-2022

Moisture Content: JGJ 52-2006, GB/T 14684-2022

Bulk Density: JGJ 52-2006, GB/T 14684-2022

Lightweight Aggregates

Bulk Density (Fine Lightweight Aggregate): GB/T 17431.1-2010, GB/T 17431.2-2010

Particle Size Distribution (Fine/Coarse Lightweight Aggregate): GB/T 17431.1-2010, GB/T 17431.2-2010

Fineness Modulus (Fine Lightweight Aggregate): GB/T 17431.1-2010, GB/T 17431.2-2010

Cylinder Compressive Strength (Coarse Lightweight Aggregate): GB/T 17431.1-2010, GB/T 17431.2-2010

Water Absorption (Coarse Lightweight Aggregate): GB/T 17431.1-2010, GB/T 17431.2-2010

Steel Reinforcement (including welded and mechanical connections)

Yield Strength: GB/T 28900-2022, GB/T 228.1-2021, etc.

Tensile Strength: GB/T 28900-2022, GB/T 228.1-2021, etc.

Percentage Elongation after Fracture: GB/T 28900-2022, GB/T 228.1-2021, etc.

Total Percentage Elongation at Maximum Force: GB 1499.1-2024, GB 1499.2-2024, GB/T 28900-2022, etc.

Reverse Bending: GB/T 28900-2022, GB 1499.2-2024, etc.

Weight Deviation: GB 1499.1-2024, GB 1499.2-2024, GB/T 28900-2022, etc.

Bending Performance: GB/T 28900-2022, GB/T 232-2024, etc.

Dimensions: GB 1499.1-2024, GB 1499.2-2024, GB 13788-2024, etc.

Steel Reinforcement Welded Assemblies

Tensile Strength: JGJ/T 27-2014, JGJ 18-2012

Bending Performance: JGJ/T 27-2014, JGJ 18-2012

Mortar

Compressive Strength: JGJ/T 70-2009

Consistency: JGJ/T 70-2009

Water Retention: JGJ/T 70-2009

Tensile Bond Strength: JGJ/T 70-2009, GB/T 25181-2019, etc.

Setting Time: JGJ/T 70-2009

Layer Segregation (Degree of Stratification): JGJ/T 70-2009

Apparent Density: JGJ/T 70-2009, DG/TJ 08-502-2020

Impermeability Performance: JGJ/T 70-2009

Freeze-Thaw Resistance: JGJ/T 70-2009

Fresh Concrete Properties

Slump: GB/T 50080-2016

Apparent Density: GB/T 50080-2016

Air Content: GB/T 50080-2016

Setting Time: GB/T 50080-2016

Bleeding Water Amount and Bleeding Rate: GB/T 50080-2016

Temperature: GB/T 50080-2016

Hardened Concrete Mechanical Properties

Compressive Strength: GB/T 50081-2019

Flexural Strength: GB/T 50081-2019, JTG 3420-2020

Splitting Tensile Strength: GB/T 50081-2019

Axial Compressive Strength: GB/T 50081-2019

Concrete Durability Properties

Impermeability (Water Penetration Resistance): GB/T 50082-2024

Freeze-Thaw Resistance: GB/T 50082-2024

Chloride Ion Penetration Resistance: GB/T 50082-2024, JTG 3420-2020, etc.

Water-Soluble Chloride Ion Content in Hardened Concrete: JGJ/T 322-2013, GB/T 50344-2019

Vulcanized Rubber or Thermoplastic Rubber

Tensile Strength and Elongation at Break: GB/T 528-2009

Tear Strength (Right Angle): GB/T 529-2008

Shore A Hardness: GB/T 531.1-2008

Accelerated Heat Aging and Heat Resistance Tests: GB/T 3512-2014

Compression Set: GB/T 7759.1-2015

Determination of Low-Temperature Brittleness (Multi-Specimen Method): GB/T 15256-2014

Determination of Density: GB/T 533-2008

Bituminous Waterproofing Membranes

Appearance: GB/T 328.2-2007

Thickness, Mass per Unit Area: GB/T 328.4-2007

Tensile Properties: GB/T 328.8-2007

Heat Resistance: GB/T 328.11-2007

Low Temperature Flexibility: GB/T 328.14-2007

Tear Properties: GB/T 328.18-2007

Peel Strength of Seams: GB/T 328.20-2007

Soluble Filler/Bitumen Content: GB/T 328.26-2007

Length, Width, and Straightness: GB/T 328.6-2007

Polymeric Waterproofing Membranes

Appearance: GB/T 328.3-2007

Thickness, Mass per Unit Area: GB/T 328.5-2007

Tensile Properties: GB/T 328.9-2007

Impermeability (Watertightness): GB/T 328.10-2007

Dimensional Stability: GB/T 328.13-2007

Low Temperature Bendability: GB/T 328.15-2007

Tear Properties: GB/T 328.19-2007

Peel Strength of Seams: GB/T 328.21-2007

Bituminous and Polymeric Waterproofing Membranes

Resistance to Static Load: GB/T 328.25-2007

Self-Adhesive Polymer Modified Bituminous Waterproofing Membranes

Area: GB 23441-2009 (5.2)

Mass per Unit Area: GB 23441-2009 (5.3)

Thickness: GB 23441-2009 (5.4)

Heat Resistance: GB 23441-2009 (5.9)

Peel Strength (Membrane to Aluminum Plate): GB 23441-2009 (5.12.2)

Nail Rod Watertightness: GB 23441-2009 (5.13)

Oil Exudation: GB 23441-2009 (5.14)

Tack Retention/Tack Hold: GB 23441-2009 (5.15)

Heat Aging: GB 23441-2009 (5.16)

Heat Stability: GB 23441-2009 (5.17)

Re-Peel Strength of Self-Adhesive Asphalt: GB 23441-2009 (5.18)

Thermoplastic Polyolefin (TPO) Waterproofing Membranes

Dimensional Deviations: GB 27789-2011 (6.3)

Appearance: GB 27789-2011 (6.4)

Tensile Properties: GB 27789-2011 (6.5)

Dimensional Change Rate after Heat Treatment: GB 27789-2011 (6.6)

Impermeability (Watertightness): GB 27789-2011 (6.8)

Resistance to Static Load: GB 27789-2011 (6.10)

Peel Strength of Seams: GB 27789-2011 (6.11)

Right Angle Tear Strength: GB 27789-2011 (6.12)

Heat Aging: GB 27789-2011 (6.15)

Glass Fiber Reinforced Bituminous Shingles

Soluble Filler/Bitumen Content: GB/T 20474-2015 (7.4)

Tensile Force: GB/T 20474-2015 (7.5)

Heat Resistance: GB/T 20474-2015 (7.6)

Flexibility: GB/T 20474-2015 (7.7)

Impermeability (Watertightness): GB/T 20474-2015 (7.9)

Nail Pull-Out Resistance: GB/T 20474-2015 (7.10)

Lap Peel Strength: GB/T 20474-2015 (7.13)

Polyurethane Waterproofing Coatings

Appearance: GB/T 19250-2013 (6.4)

Solid Content: GB/T 19250-2013 (6.5)

Surface Drying Time: GB/T 19250-2013 (6.6)

Hard Drying Time: GB/T 19250-2013 (6.7)

Leveling: GB/T 19250-2013 (6.8)

Tensile Strength: GB/T 19250-2013 (6.9)

Elongation at Break: GB/T 19250-2013 (6.9)

Tear Strength: GB/T 19250-2013 (6.10)

Impermeability (Watertightness): GB/T 19250-2013 (6.12)

Polymer-Modified Cement Waterproofing Coatings (JS)

Appearance: GB/T 23445-2009 (7.2)

Tensile Strength: GB/T 23445-2009 (7.4)

Elongation at Break: GB/T 23445-2009 (7.4)

Low Temperature Flexibility: GB/T 23445-2009 (7.5)

Bond Strength (Untreated): GB/T 23445-2009 (7.6)

Impermeability (Watertightness): GB/T 23445-2009 (7.7)

Impermeability of Coating: GB/T 23445-2009 (Appendix A)

Water-Emulsified Asphalt Waterproofing Coatings

Appearance: JC/T 408-2005 (5.4)

Solid Content: JC/T 408-2005 (5.5)

Heat Resistance: JC/T 408-2005 (5.6)

Impermeability (Watertightness): JC/T 408-2005 (5.7)

Bond Strength: JC/T 408-2005 (5.8)

Surface Drying Time: JC/T 408-2005 (5.9)

Hard Drying Time: JC/T 408-2005 (5.10)

Low Temperature Flexibility: JC/T 408-2005 (5.11)

Elongation at Break (Standard Conditions): JC/T 408-2005 (5.12)

Building Waterproofing Coatings (General Test Methods)

Solid Content: GB/T 16777-2008 (5)

Heat Resistance: GB/T 16777-2008 (6)

Bond Strength: GB/T 16777-2008 (7)

Tensile Properties: GB/T 16777-2008 (9)

Tear Strength: GB/T 16777-2008 (10)

Heating Shrinkage/Expansion Rate: GB/T 16777-2008 (12)

Low Temperature Flexibility: GB/T 16777-2008 (13)

Low Temperature Bendability: GB/T 16777-2008 (14)

Impermeability (Watertightness): GB/T 16777-2008 (15)

Drying Time: GB/T 16777-2008 (16)

Bond Performance: GB/T 16777-1997 (6)

Tensile Properties: GB/T 16777-1997 (8)

Low Temperature Flexibility: GB/T 16777-1997 (10)

Impermeability (Watertightness): GB/T 16777-1997 (11)

Drying Time: GB/T 16777-1997 (12)

Polyvinyl Chloride (PVC) Waterproofing Membranes

Dimensional Deviations: GB 12952-2011 (6.3)

Appearance: GB 12952-2011 (6.4)

Tensile Properties: GB 12952-2011 (6.5)

Dimensional Change Rate after Heat Treatment: GB 12952-2011 (6.6)

Low Temperature Bendability: GB 12952-2011 (6.7)

Impermeability (Watertightness): GB 12952-2011 (6.8)

Resistance to Static Load: GB 12952-2011 (6.10)

Peel Strength of Seams: GB 12952-2011 (6.11)

Right Angle Tear Strength: GB 12952-2011 (6.12)

Trapezoidal Tear Strength: GB 12952-2011 (6.13)

Heat Aging: GB 12952-2011 (6.15)

Chlorinated Polyethylene (CPE) Waterproofing Membranes

Dimensional Deviations: GB 12953-2003 (5.3)

Appearance: GB 12953-2003 (5.4)

Tensile Properties: GB 12953-2003 (5.5)

Dimensional Change Rate after Heat Treatment: GB 12953-2003 (5.6)

Low Temperature Bendability: GB 12953-2003 (5.7)

Impermeability (Watertightness): GB 12953-2003 (5.9)

Adhesion under Shear: GB 12953-2003 (5.10)

Heat Aging Treatment: GB 12953-2003 (5.11)

Polymeric Waterproofing Sheets

Sheet Dimensions: GB/T 18173.1-2012 (6.1)

Appearance Quality: GB/T 18173.1-2012 (6.2)

Tensile Properties: GB/T 18173.1-2012 (6.3.2)

Tear Strength: GB/T 18173.1-2012 (6.3.3)

Impermeability (Watertightness): GB/T 18173.1-2012 (6.3.4)

Low Temperature Bending: GB/T 18173.1-2012 (Appendix B)

Heating Shrinkage/Expansion Rate: GB/T 18173.1-2012 (Appendix C)

Bond Peel Strength: GB/T 18173.1-2012 (Appendix D)

Water-Swellable Rubber

Dimensional Tolerances: GB/T 18173.3-2014 (6.1)

Appearance Quality: GB/T 18173.3-2014 (6.2)

Repeated Water Immersion Test: GB/T 18173.3-2014 (6.3.5)

High Temperature Flowability (80°C × 5h): GB/T 18173.3-2014 (6.3.7)

Low Temperature Test (-20°C × 2h): GB/T 18173.3-2014 (6.3.8)

Volume Expansion Ratio: GB/T 18173.3-2014 (Appendix A, Appendix B)

Low Temperature Bending (-20°C × 2h): GB/T 18173.3-2014 (Appendix C)

Elastomer (SBS) Modified Bituminous Waterproofing Membranes

Mass per Unit Area, Area, and Thickness: GB 18242-2008 (6.2, 6.3, 6.4)

Soluble Filler/Bitumen Content: GB 18242-2008 (6.7)

Heat Resistance: GB 18242-2008 (6.8)

Low Temperature Flexibility: GB 18242-2008 (6.9)

Impermeability (Watertightness): GB 18242-2008 (6.10)

Tensile Force: GB 18242-2008 (6.11)

Elongation: GB 18242-2008 (6.11)

Heat Aging: GB 18242-2008 (6.13)

Oil Exudation: GB 18242-2008 (6.14)

Peel Strength of Seams: GB 18242-2008 (6.15)

Thickness of Under-surface Bitumen Coating: GB 18242-2008 (6.18)

Low Temperature Flexibility (older version): GB 18242-2000 (5.3.6)

Tensile Force and Elongation at Maximum Force (older version): GB 18242-2000 (5.3.3)

Heat Resistance (older version): GB 18242-2000 (5.3.5)

Plastomer (APP) Modified Bituminous Waterproofing Membranes

Mass per Unit Area, Area, and Thickness: GB 18243-2008 (6.2, 6.3, 6.4)

Soluble Filler/Bitumen Content: GB 18243-2008 (6.7)

Heat Resistance: GB 18243-2008 (6.8)

Low Temperature Flexibility: GB 18243-2008 (6.9)

Impermeability (Watertightness): GB 18243-2008 (6.10)

Tensile Force: GB 18243-2008 (6.11)

Elongation: GB 18243-2008 (6.11)

Heat Aging: GB 18243-2008 (6.13)

Peel Strength of Seams: GB 18243-2008 (6.14)

Thickness of Under-surface Bitumen Coating: GB 18243-2008 (6.17)

Modified Bituminous Waterproofing Membrane with Polyethylene Carrier

Mass per Unit Area and Dimensions: GB 18967-2009 (6.2, 6.3, 6.4)

Tack Retention/Tack Hold: GB 18967-2009 (6.15)

Waterproofing Membranes with Self-Adhesive Layer

Peel Strength: GB/T 23260-2009 (5.2.2)

Peel Strength after Water Immersion: GB/T 23260-2009 (5.2.3)

Peel Strength after Heat Aging: GB/T 23260-2009 (5.2.4)

Heat Resistance of Self-Adhesive Side: GB/T 23260-2009 (5.2.5)

Tack Retention/Tack Hold: GB/T 23260-2009 (5.2.6)

Building Waterproofing Materials (Aging Methods)

Heat Aging: GB/T 18244-2000 (4)

Hot Air Aging: GB/T 18244-2022 (5)

Joint Impermeability (Seal): T/CWA 302-2023 (10)

Pre-applied Waterproofing Membranes

Area: GB/T 23457-2017 (6.3)

Mass per Unit Area: GB/T 23457-2017 (6.4)

Thickness: GB/T 23457-2017 (6.5)

Tensile Properties: GB/T 23457-2017 (6.8)

Resistance to Static Load: GB/T 23457-2017 (6.13)

Heat Resistance: GB/T 23457-2017 (6.14)

Low Temperature Bendability: GB/T 23457-2017 (6.15)

Low Temperature Flexibility: GB/T 23457-2017 (6.16)

Oil Exudation: GB/T 23457-2017 (6.17)

Impermeability (Watertightness): GB/T 23457-2017 (6.19)

Membrane-to-Membrane Peel Strength (Lap Edge): GB/T 23457-2017 (6.22)

Heat Aging: GB/T 23457-2017 (6.24)

Dimensional Change Rate: GB/T 23457-2017 (6.25)

Wet-applied Waterproofing Membranes

Area: GB/T 35467-2017 (5.3)

Mass per Unit Area: GB/T 35467-2017 (5.4)

Thickness: GB/T 35467-2017 (5.5)

Tensile Properties: GB/T 35467-2017 (5.8)

Tearing Force: GB/T 35467-2017 (5.9)

Heat Resistance: GB/T 35467-2017 (5.10)

Low Temperature Flexibility: GB/T 35467-2017 (5.11)

Impermeability (Watertightness): GB/T 35467-2017 (5.12)

Membrane-to-Membrane Peel Strength (Lap Edge): GB/T 35467-2017 (5.13)

Oil Exudation: GB/T 35467-2017 (5.14)

Tack Retention/Tack Hold: GB/T 35467-2017 (5.15)

Heat Aging: GB/T 35467-2017 (5.18)

Dimensional Change Rate: GB/T 35467-2017 (5.19)

Heat Stability: GB/T 35467-2017 (5.20)

Spray Polyurea Waterproofing Coatings

Gel Time: GB/T 23446-2009 (7.6)

Bentonite Rubber Water-Swellable Waterstop Strip

Water Resistance: JG/T 141-2001 (5.3.8)

Waterproofing Coatings for Roads and Bridges

Appearance: JC/T 975-2005 (6.4)

Solid Content: JC/T 975-2005 (6.6)

Surface Drying Time: JC/T 975-2005 (6.7)

Hard Drying Time: JC/T 975-2005 (6.8)

Heat Resistance: JC/T 975-2005 (6.9)

Impermeability (Watertightness): JC/T 975-2005 (6.10)

Low Temperature Flexibility: JC/T 975-2005 (6.11)

Tensile Properties: JC/T 975-2005 (6.12)

Salt Treatment (Tensile Strength Retention, Elongation at Break Retention, Low Temperature Flexibility, Mass Increase): JC/T 975-2005 (6.13)

Heat Aging (Tensile Strength Retention, Elongation at Break Retention, Low Temperature Flexibility, Heating Shrinkage/Expansion, Mass Loss): JC/T 975-2005 (6.14)

Bond Strength of Coating to Cement Concrete: JC/T 975-2005 (6.15)

Modified Bituminous Waterproofing Membranes for Roads and Bridges

Area: JC/T 974-2005 (5.2)

Thickness: JC/T 974-2005 (5.3)

Mass per Unit Area: JC/T 974-2005 (5.4)

Appearance: JC/T 974-2005 (5.5)

Thickness of Under-surface Bitumen Coating: JC/T 974-2005 (5.7)

Soluble Filler/Bitumen Content: JC/T 974-2005 (5.8)

Heat Resistance: JC/T 974-2005 (5.9)

Low Temperature Flexibility: JC/T 974-2005 (5.10)

Tensile Force: JC/T 974-2005 (5.11)

Elongation at Maximum Force: JC/T 974-2005 (5.11)

Heat Aging: JC/T 974-2005 (5.13)

Oil Exudation: JC/T 974-2005 (5.14)

Petroleum Asphalt Glass Fiber Felt Waterproofing Membranes

Dimensional Deviations: GB/T 14686-2008 (5.3)

Appearance: GB/T 14686-2008 (5.4)

Mass per Unit Area: GB/T 14686-2008 (5.5)

Soluble Filler/Bitumen Content: GB/T 14686-2008 (5.6)

Heat Resistance: GB/T 14686-2008 (5.8)

Low Temperature Flexibility: GB/T 14686-2008 (5.9)

Impermeability (Watertightness): GB/T 14686-2008 (5.10)

Heat Aging: GB/T 14686-2008 (5.12)

Waterstop (Rubber)

Dimensional Tolerances: GB/T 18173.2-2014 (5.1)

Appearance Quality: GB/T 18173.2-2014 (5.2)

Tensile Strength: GB/T 18173.2-2014 (5.3.3)

Elongation at Break: GB/T 18173.2-2014 (5.3.3)

Compression Set: GB/T 18173.2-2014 (5.3.4)

Tear Strength: GB/T 18173.2-2014 (5.3.5)

Building Waterproofing Coatings (Additional Methods)

Density: GB/T 6750-2007

Water Absorption: JC/T 2663-2022

Polymer Emulsion Waterproofing Coatings for Construction

Appearance: JC/T 864-2023 (6.4)

Solid Content: JC/T 864-2023 (6.5)

Surface Drying Time: JC/T 864-2023 (6.7)

Hard Drying Time: JC/T 864-2023 (6.8)

Tensile Properties: JC/T 864-2023 (6.9)

Tear Strength: JC/T 864-2023 (6.11)

Impermeability (Watertightness): JC/T 864-2023 (6.13)

Water Resistance: JC/T 864-2023 (6.14)

Bond Strength (Damp Substrate): JC/T 864-2023 (6.17)

Heat Treatment: JC/T 864-2023 (6.18)

Alkali Treatment: JC/T 864-2023 (6.19)

Acid Treatment: JC/T 864-2023 (6.20)

Water (Mixing)

Chloride Ion Content: JGJ 63-2006, GB/T 11896-1989

pH Value: JGJ 63-2006, GB/T 6920-1986

Sulfate (SO₄²⁻) Content: JGJ 63-2006, GB/T 11899-1989

Setting Time Difference: JGJ 63-2006, GB/T 17671-2021

Compressive Strength Ratio: JGJ 63-2006, GB/T 17671-2021

Lime

Available Calcium and Magnesium Oxide Content: JGJ 3441-2024

Magnesium Oxide (MgO) Content: JGJ 3441-2024

Undigested Residue Content: JGJ 3441-2024

Moisture Content: JGJ 3441-2024

Fineness: JGJ 3441-2024

Stone

Dry Compressive Strength: GB/T 9966.1-2020, GB/T 18601-2024, etc.

Water-Saturated Compressive Strength: GB/T 9966.1-2020, GB/T 18601-2024, etc.

Dry Flexural Strength: GB/T 9966.2-2020

Water-Saturated Flexural Strength: GB/T 9966.2-2020

Bulk Density: GB/T 9966.3-2020, GB/T 18601-2024, etc.

Water Absorption: GB/T 9966.3-2020, GB/T 18601-2024, etc.

Bolts, Anchors, Grips and Couplers

Anti-Slip Coefficient: GB 50205-2020, GB/T 3632-2008, etc.

Appearance: GB/T 14370-2015, JGJ 85-2010, etc.

Static Load Anchorage Performance: GB/T 14370-2015, JGJ 85-2010, etc.

Rockwell Hardness: GB/T 230.1-2018, GB/T 14370-2015, etc.

Fastening Axial Force: GB/T 3632-2008, GB 50205-2020

Torque Coefficient: GB/T 1231-2024, GB 50205-2020

Tensile Load (Common Fasteners): GB/T 3098.1-2010

Acoustic Detection Tubes (Sounding Pipes)

Appearance: GB/T 31438-2015

Dimensions: GB/T 31438-2015

Tensile Strength: GB/T 228.1-2021, GB/T 31438-2015

Elongation: GB/T 228.1-2021, GB/T 31438-2015

Flattening Resistance: GB/T 246-2017, GB/T 31438-2015

Thickness Deviation: GB/T 31438-2015

Plastic Drainage Pipes

Appearance: GB/T 18477.1-2007, GB/T 18477.2-2011, GB/T 19472.1-2019, GB/T 19472.2-2017, GB/T 20221-2023, GB/T 21238-2016, GB/T 21492-2019, GB/T 35451.1-2017, GB/T 35451.2-2018, QB/T 4011-2010, CJ/T 165-2002, GB/T 5836.1-2018, GB/T 5836.2-2018, GB/T 10002.1-2023, GB/T 10002.2-2023, GB/T 13663.2-2018, GB/T 13663.3-2018, GB/T 16800-2008, GB/T 18742.2-2017, GB/T 18742.3-2017

Dimensions: GB/T 8806-2008, GB/T 19472.2-2017, GB/T 21238-2016, GB/T 21492-2019, CJ/T 165-2002, CJ/T 218-2010, CJ/T 250-2018, CJ/T 278-2008, CJ/T 308-2009, CJ/T 317-2009, CJ/T 442-2013, QB/T 2480-2022

Barcol Hardness: GB/T 3854-2017

Flattening Test: GB/T 9647-2015, GB/T 20221-2023, GB/T 33608-2017, CJ/T 273-2012

Apparent Density: GB/T 1033.1-2008

Impact Performance: GB/T 14152-2001, GB/T 18477.1-2007, GB/T 18477.2-2011, GB/T 19472.1-2019, GB/T 19472.2-2017, GB/T 35451.1-2017, GB/T 35451.2-2018, QB/T 4011-2010, CJ/T 165-2002, QB/T 2480-2022, QB/T 5307-2018

Initial Ring Stiffness: GB/T 5352-2005, GB/T 21492-2019, GB/T 21238-2016

Initial Hoop Tensile Strength: GB/T 1447-2005, GB/T 21492-2019, GB/T 21238-2016

Initial Hoop Flexural Strength: GB/T 5352-2005, GB/T 21238-2016

Initial Flexibility: GB/T 5352-2005, GB/T 21492-2019, GB/T 21238-2016

Initial Axial Tensile Strength and Elongation at Break: GB/T 1447-2005, GB/T 21492-2019

Short-Term Failure Hydraulic Pressure: GB/T 5351-2005, GB/T 21238-2016

Dichloromethane Immersion: GB/T 13526-2007

Weld Tensile Force: GB/T 8804.2-2003, GB/T 8804.3-2003, GB/T 19472.2-2017, GB/T 35451.2-2018, GB/T 20221-2023, CJ/T 165-2002

Dimensions (again, keep per structure): GB/T 8806-2008, GB/T 19472.2-2017, GB/T 21238-2016, GB/T 21492-2019, CJ/T 165-2002, CJ/T 218-2010, CJ/T 250-2018, CJ/T 278-2008, CJ/T 308-2009, CJ/T 317-2009, CJ/T 442-2013, QB/T 2480-2022

Oven Test: GB/T 8803-2001, GB/T 18477.1-2007, GB/T 18477.2-2011, GB/T 19472.2-2017, QB/T 4011-2010, GB/T 19472.1-2019, GB/T 35451.1-2017, GB/T 35451.2-2018, CJ/T 165-2002

Ring Stiffness: GB/T 9647-2015, GB/T 19472.1-2019, GB/T 19472.2-2017

Ring Flexibility: GB/T 9647-2015, ISO 13968:2008, GB/T 39385-2020, GB/T 19472.1-2019, GB/T 19472.2-2017

Tensile Strength and Elongation at Break: GB/T 1040.2-2006, GB/T 8804.1-2003, GB/T 8804.2-2003, GB/T 8804.3-2003

Tensile Yield Strength: GB/T 8804.1-2003, GB/T 8804.2-2003, GB/T 8804.3-2003

Falling Weight Impact Test: GB/T 14152-2001, GB/T 20221-2023, GB/T 5836.1-2018, GB/T 10002.1-2023, GB/T 16800-2008, GB/T 18993.2-2020, GB/T 18998.2-2022, GB/T 20207.1-2006, GB/T 33608-2017, CJ/T 218-2010, CJ/T 258-2014, CJ/T 273-2012, CJ/T 278-2008, CJ/T 308-2009, CJ/T 442-2013

Density: GB/T 1033.1-2008

Weathering Resistance: QB/T 2480-2022, GB/T 16422.2-2022, GB/T 250-2008, GB/T 1040.2-2006

Hydraulic Leakage: GB/T 5351-2005, GB/T 21238-2016

Vicat Softening Temperature: GB/T 1633-2000, GB/T 8802-2001

Falling Test: GB/T 8801-2007

Longitudinal Reversion Rate: GB/T 6671-2001, QB/T 2480-2022

Internal Pressure Resistance: GB/T 6111-2018

Melt Mass-Flow Rate: GB/T 3682.1-2018, GB/T 19473.2-2020, GB/T 19473.3-2020, GB/T 28799.2-2020, GB/T 28799.3-2020, CJ/T 175-2002, CJ/T 258-2014

Oxidation Induction Time: GB/T 19466.6-2009, GB/T 17391-1998

Ash Content: GB/T 9345.1-2008

Color: GB/T 18477.1-2007, GB/T 18477.2-2011, GB/T 19472.1-2019, GB/T 19472.2-2017, GB/T 20221-2023, GB/T 35451.1-2017, GB/T 35451.2-2018, QB/T 4011-2010, CJ/T 165-2002, GB/T 5836.1-2018, GB/T 5836.2-2018, GB/T 10002.1-2023, GB/T 10002.2-2023, GB/T 13663.2-2018, GB/T 13663.3-2018, GB/T 16800-2008, GB/T 18742.2-2017, GB/T 18742.3-2017, GB/T 18992.2-2003, GB/T 18993.2-2020, GB/T 18993.3-2020, GB/T 18998.2-2022, GB/T 18998.3-2022, GB/T 19473.2-2020, GB/T 19473.3-2020, GB/T 20207.1-2006, GB/T 20207.2-2006

Allowable Jacking Force: GB/T 21492-2019

Initial Axial Compressive Strength and Axial Compressive Elastic Modulus: GB/T 1448-2005, GB/T 21492-2019

Concrete Drainage Pipes

Appearance Quality: GB/T 11836-2023, GB/T 16752-2017

Dimensional Tolerances: GB/T 11836-2023, GB/T 16752-2017

Internal Water Pressure: GB/T 11836-2023, GB/T 16752-2017

External Load (Crack/Ultimate Load): GB/T 11836-2023, GB/T 16752-2017

Cover Thickness (Reinforcement): GB/T 11836-2023, GB/T 16752-2017

Metal Pipes

Cross-Sectional Dimensions: GB/T 3091-2025, GB/T 13793-2016, GB/T 8163-2018, GB/T 12771-2019, GB/T 14976-2012, GB/T 8162-2018, GB/T 32958-2016, GB/T 13295-2019, GB/T 12772-2016

Thickness Deviation: GB/T 3091-2025, GB/T 13793-2016, GB/T 8163-2018, GB/T 12771-2019, GB/T 14976-2012, GB/T 8162-2018, GB/T 32958-2016, GB/T 13295-2019, GB/T 12772-2016

Yield Strength: GB/T 228.1-2021, GB/T 3091-2025, GB/T 13793-2016, GB/T 8163-2018, GB/T 12771-2019, GB/T 14976-2012, GB/T 8162-2018, GB/T 32958-2016 , GB/T 13295-2019

Tensile Strength: GB/T 228.1-2021, GB/T 3091-2025, GB/T 13793-2016, GB/T 8163-2018, GB/T 12771-2019, GB/T 14976-2012, GB/T 8162-2018, GB/T 32958-2016, GB/T 13295-2019

Elongation: GB/T 228.1-2021, GB/T 3091-2025, GB/T 13793-2016, GB/T 8163-2018, GB/T 12771-2019, GB/T 14976-2012, GB/T 8162-2018, GB/T 32958-2016, GB/T 13295-2019

Corrugated Ducts for Prestressed Concrete

Appearance Dimensions: JT/T 529-2016, JG/T 225-2020

Ring Stiffness: JT/T 529-2016, GB/T 9647-2015

Local Transverse (Crossbeam) Load: JT/T 529-2016

Longitudinal Load: JT/T 529-2016

Flexibility: JT/T 529-2016

Impact Resistance: GB/T 14152-2001, JT/T 529-2016

Tensile Properties: GB/T 8804.3-2003

Pull-out Force: GB/T 15820-1995

Sealability: JT/T 529-2016

Ash Content: GB/T 9345.1-2008

Oxidation Induction Time (OIT): GB/T 19466.6-2009

Aging Resistance Test: GB/T 19472.1-2019

External Load Performance Test (Local Crossbeam Load): JG/T 225-2020

External Load Performance Test (Uniformly Distributed Load): JG/T 225-2020

Leakage Performance Test after Bending: JG/T 225-2020

Leakage Performance Test after Local Crossbeam Load: JG/T 225-2020

Service Advantages

The company holds comprehensive construction engineering quality testing qualifications from the Ministry of Housing and Urban-Rural Development, special bridge and tunnel qualifications from the Ministry of Transport, CMA qualification, etc. It is among the first batch of comprehensive-level testing institutions in Shanghai, capable of undertaking material testing and special assessments across the entire municipal engineering field.


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