Test 2021-08-02-12-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date8/2/2021 Sample Unique Key12
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/2/2021
Sample typeAcceptance A brief description of the sample1/2 in HMA-A 15 RAP 5.7% PG 64-10 Valero, Benicia
The quantity of what the sample constitutesPSE #2 16 Boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD78920
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number875732
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-08-02-12
DIME Test ID: 2021-08-02-12-5
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-08-16
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/06/2021
Specimen Treatment: Treated
Dry 1 Diameter: 150.0 mm
Dry 2 Diameter: 150.0 mm
Dry 3 Diameter: 150.0 mm
Wet 1 Diameter: 150.0 mm
Wet 2 Diameter: 150.0 mm
Wet 3 Diameter: 150.0 mm
Dry 1 Thickness: 95.1 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3829.8 g
Dry 2 Dry Mass in Air: 3830.5 g
Dry 3 Dry Mass in Air: 3829.3 g
Wet 1 Dry Mass in Air: 3826.2 g
Wet 2 Dry Mass in Air: 3827.6 g
Wet 3 Dry Mass in Air: 3828.8 g
Dry 1 SSD Mass: 3843.9 g
Dry 2 SSD Mass: 3844.6 g
Dry 3 SSD Mass: 3844.0 g
Wet 1 SSD Mass: 3838.2 g
Wet 2 SSD Mass: 3844.6 g
Wet 3 SSD Mass: 3848.8 g
Dry 1 Mass in Water: 2213.2 g
Dry 2 Mass in Water: 2220.0 g
Dry 3 Mass in Water: 2225.4 g
Wet 1 Mass in Water: 2215.8 g
Wet 2 Mass in Water: 2220.2 g
Wet 3 Mass in Water: 2227.1 g
Dry 1 Maximum Specific Gravity: 2.53
Dry 2 Maximum Specific Gravity: 2.53
Dry 3 Maximum Specific Gravity: 2.53
Wet 1 Maximum Specific Gravity: 2.53
Wet 2 Maximum Specific Gravity: 2.53
Wet 3 Maximum Specific Gravity: 2.53
Load (Dry) 1: 20586 N
Load (Dry) 2: 20293 N
Load (Dry) 3: 22575 N
Load (Wet) 1: 20631 N
Load (Wet) 2: 18144 N
Load (Wet) 3: 21178 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 0
Wet 1 Visual Moisture Damage: 0
Wet 2 Visual Moisture Damage: 0
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 20
Dry 2 Cracked / Broken Aggregate: 20
Dry 3 Cracked / Broken Aggregate: 22
Wet 1 Cracked / Broken Aggregate: 15
Wet 2 Cracked / Broken Aggregate: 12
Wet 3 Cracked / Broken Aggregate: 10
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3905.2 g
Wet 2 SSD Mass (Conditioned): 3908.9 g
Wet 3 SSD Mass (Conditioned): 3906.1 g
Wet 1 Mass in Water (Conditioned): 2281.8 g
Wet 2 Mass in Water (Conditioned): 2278.1 g
Wet 3 Mass in Water (Conditioned): 2281.6 g
Wet 1 Absolute Pressure (Manometer): 224 mmHg
Wet 2 Absolute Pressure (Manometer): 248 mmHg
Wet 3 Absolute Pressure (Manometer): 186 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 1 Vacuum Saturation Time: 5 minutes
Wet 2 Vacuum Saturation Time: 5 minutes
Wet 3 Vacuum Saturation Time: 5 minutes
Wet 1 Thickness after conditioning: 94.9 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1630.7 cm^3
Dry 2 Volume: 1624.6 cm^3
Dry 3 Volume: 1618.6 cm^3
Wet 1 Volume: 1622.4 cm^3
Wet 2 Volume: 1624.4 cm^3
Wet 3 Volume: 1621.7 cm^3
Dry 1 Bulk Specific Gravity: 2.349
Dry 2 Bulk Specific Gravity: 2.358
Dry 3 Bulk Specific Gravity: 2.366
Wet 1 Bulk Specific Gravity: 2.358
Wet 2 Bulk Specific Gravity: 2.356
Wet 3 Bulk Specific Gravity: 2.361
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 6.8 %
Dry 3 Percent Air Voids: 6.5 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.9 %
Wet 3 Percent Air Voids: 6.7 %
Dry 1 Volume of Air Voids: 117.4 cm^3
Dry 2 Volume of Air Voids: 110.5 cm^3
Dry 3 Volume of Air Voids: 105.2 cm^3
Wet 1 Volume of Air Voids: 110.3 cm^3
Wet 2 Volume of Air Voids: 112.1 cm^3
Wet 3 Volume of Air Voids: 108.7 cm^3
Wet 1 Minimum Saturated Mass: 3903.4 g
Wet 2 Minimum Saturated Mass: 3906.1 g
Wet 3 Minimum Saturated Mass: 3904.9 g
Wet 1 Maximum Saturated Mass: 3914.4 g
Wet 2 Maximum Saturated Mass: 3917.3 g
Wet 3 Maximum Saturated Mass: 3915.8 g
Wet 1 Volume (Conditioned): 1623.4 cm^3
Wet 2 Volume (Conditioned): 1630.8 cm^3
Wet 3 Volume (Conditioned): 1624.5 cm^3
Wet 1 Volume of Absorbed Water: 79 cm^3
Wet 2 Volume of Absorbed Water: 81.3 cm^3
Wet 3 Volume of Absorbed Water: 77.3 cm^3
Wet 1 Percent Saturation: 72 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 71 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 919 kPa
Dry Tensile Strength, 2: 908 kPa
Dry Tensile Strength, 3: 1010 kPa
Wet Tensile Strength, 1: 923 kPa
Wet Tensile Strength, 2: 810 kPa
Wet Tensile Strength, 3: 947 kPa
Average Dry Tensile Strength: 137 psi
Average Wet Tensile Strength: 130 psi
Tensile Strength Ratio:0.95
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Test was verified on 08/16/2021