AASHTO/Polymer Concrete Overlays Technical Committee

Transcription

1 Laboratory Data Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Uncured Binder NO MATERIAL RECEIVED FOR COMPLETION OF TESTING Density ASTM D1475 Component A (lbs/gal) MEETS Component B (lbs/gal) MEETS Mixed (lbs/gal) MEETS Viscosity ASTM D (2010) NO TEST - Instrument out of service Component A (Cps) 4500 Component B (Cps) 250 Instrument Type LV Spindle 4 Speed 60 Percent Deflection Gel Time (at application temperature) ASTM C881-02, para modified Gel Time (Minutes) Temperature (ºC) 25 25

2 Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Laboratory Data Uncured Binder Flash Point ASTM D (2011) Component A (ºC) Component B (ºC) Instrument Type Infrared Spectrum AASHTO T237-05, para 4&5 Component A Component B Epoxide Value ASTM D (2011) Component A Epoxide Value MEETS Amine Content ASTM D Component B Amine Value

3 Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Laboratory Data Cured Binder (Neat) Weight Solids ASTM D MEETS Absorption ASTM D (2005) 24 hour % gain 24-Hour MEETS 7-Day MEETS Shore D Hardness ASTM D Tensile Strength and Elongation ASTM D (2010) (Type1) 24 HOUR Load Rate (in/minute) 0.20 Specimen Width (in) Specimen Thickness (in) Tensile Strength (PSI) Elongation (%) Modulus of elasticity ASTM D (2010) (Type1) (Young's) (PSI) Tensile Strength and Elongation ASTM D (2010) (Type1) 7 DAYS Load Rate (in/minute) 0.20 Specimen Width (in) Specimen Thickness (in) Tensile Strength (PSI) Elongation (%)

4 Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Laboratory Data Cured Binder (Neat) Modulus of elasticity ASTM D (2010) (Type1) (Young's) (PSI) Compressive Strength ASTM C (2006) Method B Load Rate Compressive Strength (PSI) Flexural Yield Strength ASTM D (2010) NO TEST - Insufficient laboratory sample Cured Binder (Filled/Aggregate) Compressive Strength (w/agg.) ASTM C (2006) Method B NO TEST - Insufficient laboratory sample Load Rate Compressive Strength Flexural Yield Strength ASTM D (2010) NO TEST - Insufficient laboratory sample Thermal compatibility ASTM C (2010) Method B NO TEST - Insufficient laboratory sample

5 Laboratory Data Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Cured Binder (Filled/Aggregate) ASTM D NO TEST - Insufficient laboratory sample Instrument Type Type V Adhesive 2700 Failure Type Resistance to Chloride Ion Penetration AASHTO T259/ AASHTO T260 NO TEST - Insufficient laboratory sample Chloride Content 0.5" Chloride Content 1.0"

6 Laboratory Data Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average Surface Aggregate Gradation AASHTO T27-06 (% Passing) Sieve # Sieve # Sieve # Sieve # Sieve # Sieve # Sieve # Sieve # Soundness AASHTO T Procedure A Percent Loss Sieve # Percent Loss Sieve # Total Percent Loss 0.70 Absorption AASHTO T84-08 or T85-08 Bulk Specific Gravity (SSD) Bulk Specific Gravity (BOD) Bulk Specific Gravity (APP) Absorption Shore D Hardness ASTM D

7 Laboratory Data Surface Aggregate Manufacturers Data Replicate 1 Replicate 2 Replicate 3 Replicate 4 Replicate 5 Average LA Wear Test AASHTO T-96 NO TEST - Insufficient laboratory sample Grading Percent Loss X-Ray Fluorescence

8 Latitude Longitude Asphalt Pavement Field Test Deck Initial Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive MEETS Failure Type 100% Cohesive Failure - Substrate 100% Cohesive Failure - Substrate Percent Loss 0.0 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

9 Asphalt Pavement Field Test Deck 1 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive MEETS Failure Type 100% Cohesive Failure - Substrate 100% Cohesive Failure - Substrate Percent Loss 1.7 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes % Loss - Approximately 10% loss within an area 2' x 200' along right edge. Images

10 Asphalt Pavement Field Test Deck 2 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive Failure Type Percent Loss 0.0 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

11 Asphalt Pavement Field Test Deck 3 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive Failure Type Percent Loss Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

12 Latitude Longitude Concrete Pavement Field Test Deck Initial Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive 347 No Test 347 #DIV/0! #VALUE! Failure Type 100% Adhesive Failure - Binder to Substrate Percent Loss 0.0 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

13 Concrete Pavement Field Test Deck 1 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive MEETS Failure Type 100% Adhesive Failure - Binder to Substrate 100% Adhesive Failure - Binder to Substrate Percent Loss 0.0 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

14 Concrete Pavement Field Test Deck 2 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive Failure Type Percent Loss 0.0 Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes Images

15 Concrete Pavement Field Test Deck 3 Year Data Replicate 1 Replicate 2 Replicate 3 Average ASTM D Instrument Type Type V Adhesive Failure Type Percent Loss Skid Resistance AASHTO T (Raw Data) (TRC Corrected) (Raw Data) (TRC Corrected) Notes

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