Test 2021-07-21-44-4 (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 Date7/21/2021 Sample Unique Key44
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 testing7/21/2021
Sample typeAcceptance A brief description of the sample3/4" RHMA-G W/WMA PG 64-16 Valero Benicia
The quantity of what the sample constitutesPSE 16 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerField Technician Laboratory sample identificationD78907
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number858983
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-07-21-44
DIME Test ID: 2021-07-21-44-4
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: 2021-08-16
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/02/2021
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: 95.0 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 95.1 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3711.9 g
Dry 2 Dry Mass in Air: 3711.1 g
Dry 3 Dry Mass in Air: 3715.2 g
Wet 1 Dry Mass in Air: 3713.5 g
Wet 2 Dry Mass in Air: 3716.9 g
Wet 3 Dry Mass in Air: 3716.5 g
Dry 1 SSD Mass: 3734.1 g
Dry 2 SSD Mass: 3735.3 g
Dry 3 SSD Mass: 3735.6 g
Wet 1 SSD Mass: 3738.2 g
Wet 2 SSD Mass: 3740.5 g
Wet 3 SSD Mass: 3740.6 g
Dry 1 Mass in Water: 2119.7 g
Dry 2 Mass in Water: 2109.3 g
Dry 3 Mass in Water: 2120.9 g
Wet 1 Mass in Water: 2120.3 g
Wet 2 Mass in Water: 2114.3 g
Wet 3 Mass in Water: 2125.5 g
Dry 1 Maximum Specific Gravity: 2.463
Dry 2 Maximum Specific Gravity: 2.463
Dry 3 Maximum Specific Gravity: 2.463
Wet 1 Maximum Specific Gravity: 2.463
Wet 2 Maximum Specific Gravity: 2.463
Wet 3 Maximum Specific Gravity: 2.463
Load (Dry) 1: 18749 N
Load (Dry) 2: 19101 N
Load (Dry) 3: 19937 N
Load (Wet) 1: 17201 N
Load (Wet) 2: 18674 N
Load (Wet) 3: 18522 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: 14
Dry 2 Cracked / Broken Aggregate: 22
Dry 3 Cracked / Broken Aggregate: 26
Wet 1 Cracked / Broken Aggregate: 16
Wet 2 Cracked / Broken Aggregate: 18
Wet 3 Cracked / Broken Aggregate: 18
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): 3801.2 g
Wet 2 SSD Mass (Conditioned): 3799.4 g
Wet 3 SSD Mass (Conditioned): 3800.3 g
Wet 1 Mass in Water (Conditioned): 2175.5 g
Wet 2 Mass in Water (Conditioned): 2172.5 g
Wet 3 Mass in Water (Conditioned): 2186.0 g
Wet 1 Absolute Pressure (Manometer): 217 mmHg
Wet 2 Absolute Pressure (Manometer): 214 mmHg
Wet 3 Absolute Pressure (Manometer): 183 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: 95 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1614.4 cm^3
Dry 2 Volume: 1626.0 cm^3
Dry 3 Volume: 1614.7 cm^3
Wet 1 Volume: 1617.9 cm^3
Wet 2 Volume: 1626.2 cm^3
Wet 3 Volume: 1615.1 cm^3
Dry 1 Bulk Specific Gravity: 2.299
Dry 2 Bulk Specific Gravity: 2.282
Dry 3 Bulk Specific Gravity: 2.301
Wet 1 Bulk Specific Gravity: 2.295
Wet 2 Bulk Specific Gravity: 2.286
Wet 3 Bulk Specific Gravity: 2.301
Dry 1 Percent Air Voids: 6.7 %
Dry 2 Percent Air Voids: 7.3 %
Dry 3 Percent Air Voids: 6.6 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 7.2 %
Wet 3 Percent Air Voids: 6.6 %
Dry 1 Volume of Air Voids: 108.2 cm^3
Dry 2 Volume of Air Voids: 118.7 cm^3
Dry 3 Volume of Air Voids: 106.6 cm^3
Wet 1 Volume of Air Voids: 110.0 cm^3
Wet 2 Volume of Air Voids: 117.1 cm^3
Wet 3 Volume of Air Voids: 106.6 cm^3
Wet 1 Minimum Saturated Mass: 3790.5 g
Wet 2 Minimum Saturated Mass: 3798.9 g
Wet 3 Minimum Saturated Mass: 3791.1 g
Wet 1 Maximum Saturated Mass: 3801.5 g
Wet 2 Maximum Saturated Mass: 3810.6 g
Wet 3 Maximum Saturated Mass: 3801.8 g
Wet 1 Volume (Conditioned): 1625.7 cm^3
Wet 2 Volume (Conditioned): 1626.9 cm^3
Wet 3 Volume (Conditioned): 1614.3 cm^3
Wet 1 Volume of Absorbed Water: 87.7 cm^3
Wet 2 Volume of Absorbed Water: 82.5 cm^3
Wet 3 Volume of Absorbed Water: 83.8 cm^3
Wet 1 Percent Saturation: 80 %
Wet 2 Percent Saturation: 70 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0.5 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 838 kPa
Dry Tensile Strength, 2: 853 kPa
Dry Tensile Strength, 3: 892 kPa
Wet Tensile Strength, 1: 768 kPa
Wet Tensile Strength, 2: 835 kPa
Wet Tensile Strength, 3: 828 kPa
Average Dry Tensile Strength: 125 psi
Average Wet Tensile Strength: 117 psi
Tensile Strength Ratio:0.94
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Test was verified on 08/16/2021