Test 2021-07-15-36-4 (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 Date7/15/2021 Sample Unique Key36
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 testing7/15/2021
Sample typeAcceptance A brief description of the sample3/4 HMA-A 23.6 RAP PG58-22 Valero
The quantity of what the sample constitutesPSE 16 boxs 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 identificationD78904
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number875730
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-15-36
DIME Test ID: 2021-07-15-36-4
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: 2021-08-09
Test Results

Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/28/2021
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: 94.9 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.3 mm
Dry 1 Dry Mass in Air: 3860.7 g
Dry 2 Dry Mass in Air: 3862.0 g
Dry 3 Dry Mass in Air: 3861.0 g
Wet 1 Dry Mass in Air: 3862.1 g
Wet 2 Dry Mass in Air: 3861.4 g
Wet 3 Dry Mass in Air: 3862.2 g
Dry 1 SSD Mass: 3895.6 g
Dry 2 SSD Mass: 3894.6 g
Dry 3 SSD Mass: 3888.7 g
Wet 1 SSD Mass: 3899.0 g
Wet 2 SSD Mass: 3894.2 g
Wet 3 SSD Mass: 3888.6 g
Dry 1 Mass in Water: 2267.7 g
Dry 2 Mass in Water: 2272.7 g
Dry 3 Mass in Water: 2273.9 g
Wet 1 Mass in Water: 2275.3 g
Wet 2 Mass in Water: 2271.8 g
Wet 3 Mass in Water: 2270.3 g
Dry 1 Maximum Specific Gravity: 2.561
Dry 2 Maximum Specific Gravity: 2.561
Dry 3 Maximum Specific Gravity: 2.561
Wet 1 Maximum Specific Gravity: 2.561
Wet 2 Maximum Specific Gravity: 2.561
Wet 3 Maximum Specific Gravity: 2.561
Load (Dry) 1: 23842 N
Load (Dry) 2: 24843 N
Load (Dry) 3: 26276 N
Load (Wet) 1: 21863 N
Load (Wet) 2: 23193 N
Load (Wet) 3: 23865 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: 26
Dry 2 Cracked / Broken Aggregate: 19
Dry 3 Cracked / Broken Aggregate: 29
Wet 1 Cracked / Broken Aggregate: 11
Wet 2 Cracked / Broken Aggregate: 9
Wet 3 Cracked / Broken Aggregate: 7
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): 3948.9 g
Wet 2 SSD Mass (Conditioned): 3952.5 g
Wet 3 SSD Mass (Conditioned): 3944.9 g
Wet 1 Mass in Water (Conditioned): 2321.7 g
Wet 2 Mass in Water (Conditioned): 2326.8 g
Wet 3 Mass in Water (Conditioned): 2319.3 g
Wet 1 Absolute Pressure (Manometer): 233 mmHg
Wet 2 Absolute Pressure (Manometer): 233 mmHg
Wet 3 Absolute Pressure (Manometer): 186 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 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: 94.8 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1627.9 cm^3
Dry 2 Volume: 1621.9 cm^3
Dry 3 Volume: 1614.8 cm^3
Wet 1 Volume: 1623.7 cm^3
Wet 2 Volume: 1622.4 cm^3
Wet 3 Volume: 1618.3 cm^3
Dry 1 Bulk Specific Gravity: 2.372
Dry 2 Bulk Specific Gravity: 2.381
Dry 3 Bulk Specific Gravity: 2.391
Wet 1 Bulk Specific Gravity: 2.379
Wet 2 Bulk Specific Gravity: 2.38
Wet 3 Bulk Specific Gravity: 2.387
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 6.6 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 6.8 %
Dry 1 Volume of Air Voids: 120.5 cm^3
Dry 2 Volume of Air Voids: 113.5 cm^3
Dry 3 Volume of Air Voids: 106.6 cm^3
Wet 1 Volume of Air Voids: 115.3 cm^3
Wet 2 Volume of Air Voids: 115.2 cm^3
Wet 3 Volume of Air Voids: 110.0 cm^3
Wet 1 Minimum Saturated Mass: 3942.8 g
Wet 2 Minimum Saturated Mass: 3942 g
Wet 3 Minimum Saturated Mass: 3939.2 g
Wet 1 Maximum Saturated Mass: 3954.3 g
Wet 2 Maximum Saturated Mass: 3953.6 g
Wet 3 Maximum Saturated Mass: 3950.2 g
Wet 1 Volume (Conditioned): 1627.2 cm^3
Wet 2 Volume (Conditioned): 1625.7 cm^3
Wet 3 Volume (Conditioned): 1625.6 cm^3
Wet 1 Volume of Absorbed Water: 86.8 cm^3
Wet 2 Volume of Absorbed Water: 91.1 cm^3
Wet 3 Volume of Absorbed Water: 82.7 cm^3
Wet 1 Percent Saturation: 75 %
Wet 2 Percent Saturation: 79 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.5 %
Dry Tensile Strength, 1: 1066 kPa
Dry Tensile Strength, 2: 1111 kPa
Dry Tensile Strength, 3: 1174 kPa
Wet Tensile Strength, 1: 978 kPa
Wet Tensile Strength, 2: 1038 kPa
Wet Tensile Strength, 3: 1067 kPa
Average Dry Tensile Strength: 162 psi
Average Wet Tensile Strength: 149 psi
Tensile Strength Ratio:0.92
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Test was verified on 08/09/2021