Test 2021-09-13-21-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 213337
DEA: 024F5404
EFIS: 0213000004
DIST-CO-RTE-PM02-SIS-5-R15.3/R16.5
Work DescriptionBRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Sample Information
Sample Taken Date9/13/2021 Sample Unique Key21
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 testing9/13/2021
Sample typeAcceptance A brief description of the sample3/4 inch HMA-A 23.6 RAP PG 58-34M Valero
The quantity of what the sample constitutesPSE 16 Boxes at 282 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of samplerMaterials Tester Laboratory sample identificationD78941
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number815602
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 Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-09-13-21
DIME Test ID: 2021-09-13-21-5
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: 2021-09-20
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/14/2021
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: 94.8 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.1 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3919.1 g
Dry 2 Dry Mass in Air: 3922.3 g
Dry 3 Dry Mass in Air: 3920.9 g
Wet 1 Dry Mass in Air: 3919.8 g
Wet 2 Dry Mass in Air: 3922.3 g
Wet 3 Dry Mass in Air: 3922.6 g
Dry 1 SSD Mass: 3941.1 g
Dry 2 SSD Mass: 3948.1 g
Dry 3 SSD Mass: 3947.7 g
Wet 1 SSD Mass: 3944.8 g
Wet 2 SSD Mass: 3947.7 g
Wet 3 SSD Mass: 3951.9 g
Dry 1 Mass in Water: 2326.8 g
Dry 2 Mass in Water: 2328.1 g
Dry 3 Mass in Water: 2327.1 g
Wet 1 Mass in Water: 2319.8 g
Wet 2 Mass in Water: 2333.8 g
Wet 3 Mass in Water: 2333.6 g
Dry 1 Maximum Specific Gravity: 2.608
Dry 2 Maximum Specific Gravity: 2.608
Dry 3 Maximum Specific Gravity: 2.608
Wet 1 Maximum Specific Gravity: 2.608
Wet 2 Maximum Specific Gravity: 2.608
Wet 3 Maximum Specific Gravity: 2.608
Load (Dry) 1: 21325 N
Load (Dry) 2: 23580 N
Load (Dry) 3: 24198 N
Load (Wet) 1: 20093 N
Load (Wet) 2: 22214 N
Load (Wet) 3: 21921 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: 19
Dry 2 Cracked / Broken Aggregate: 24
Dry 3 Cracked / Broken Aggregate: 16
Wet 1 Cracked / Broken Aggregate: 17
Wet 2 Cracked / Broken Aggregate: 24
Wet 3 Cracked / Broken Aggregate: 20
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): 4006.2 g
Wet 2 SSD Mass (Conditioned): 4001.5 g
Wet 3 SSD Mass (Conditioned): 4007.0 g
Wet 1 Mass in Water (Conditioned): 2371.6 g
Wet 2 Mass in Water (Conditioned): 2387.7 g
Wet 3 Mass in Water (Conditioned): 2386.5 g
Wet 1 Absolute Pressure (Manometer): 283 mmHg
Wet 2 Absolute Pressure (Manometer): 174 mmHg
Wet 3 Absolute Pressure (Manometer): 180 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 19 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 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: 95 mm
Wet 2 Thickness after conditioning: 94.8 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1614.3 cm^3
Dry 2 Volume: 1620.0 cm^3
Dry 3 Volume: 1620.6 cm^3
Wet 1 Volume: 1625.0 cm^3
Wet 2 Volume: 1613.9 cm^3
Wet 3 Volume: 1618.3 cm^3
Dry 1 Bulk Specific Gravity: 2.428
Dry 2 Bulk Specific Gravity: 2.421
Dry 3 Bulk Specific Gravity: 2.419
Wet 1 Bulk Specific Gravity: 2.412
Wet 2 Bulk Specific Gravity: 2.43
Wet 3 Bulk Specific Gravity: 2.424
Dry 1 Percent Air Voids: 6.9 %
Dry 2 Percent Air Voids: 7.2 %
Dry 3 Percent Air Voids: 7.2 %
Wet 1 Percent Air Voids: 7.5 %
Wet 2 Percent Air Voids: 6.8 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 111.4 cm^3
Dry 2 Volume of Air Voids: 116.6 cm^3
Dry 3 Volume of Air Voids: 116.7 cm^3
Wet 1 Volume of Air Voids: 121.9 cm^3
Wet 2 Volume of Air Voids: 109.7 cm^3
Wet 3 Volume of Air Voids: 114.9 cm^3
Wet 1 Minimum Saturated Mass: 4005.1 g
Wet 2 Minimum Saturated Mass: 3999.1 g
Wet 3 Minimum Saturated Mass: 4003 g
Wet 1 Maximum Saturated Mass: 4017.3 g
Wet 2 Maximum Saturated Mass: 4010.1 g
Wet 3 Maximum Saturated Mass: 4014.5 g
Wet 1 Volume (Conditioned): 1634.6 cm^3
Wet 2 Volume (Conditioned): 1613.8 cm^3
Wet 3 Volume (Conditioned): 1620.5 cm^3
Wet 1 Volume of Absorbed Water: 86.4 cm^3
Wet 2 Volume of Absorbed Water: 79.2 cm^3
Wet 3 Volume of Absorbed Water: 84.4 cm^3
Wet 1 Percent Saturation: 71 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0.6 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0.1 %
Dry Tensile Strength, 1: 952 kPa
Dry Tensile Strength, 2: 1056 kPa
Dry Tensile Strength, 3: 1082 kPa
Wet Tensile Strength, 1: 898 kPa
Wet Tensile Strength, 2: 995 kPa
Wet Tensile Strength, 3: 979 kPa
Average Dry Tensile Strength: 149 psi
Average Wet Tensile Strength: 139 psi
Tensile Strength Ratio:0.93
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Test was verified on 09/20/2021