Test 2018-02-27-19-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Sample Information
Sample Taken Date2/27/2018 Sample Unique Key19
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 testing2/27/2018
Sample typeVerification A brief description of the sample1/2-inch Type A HMA
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed byCheryl Last name of sampler or witnessed byAbraham
Title of samplerUnknown Laboratory sample identificationD77290
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852087
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-19
Test Details
DIME Sample ID: 2018-02-27-19
DIME Test ID: 2018-02-27-19-5
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: 2018-03-27
Test Results

Input Type: Measured
Tester's full name: Hickey/Cruz
Date of test: 03/12/2018
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: 94.7 mm
Dry 2 Thickness: 94.8 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.8 mm
Wet 2 Thickness: 94.7 mm
Wet 3 Thickness: 94.0 mm
Dry 1 Dry Mass in Air: 3763.8 g
Dry 2 Dry Mass in Air: 3762.9 g
Dry 3 Dry Mass in Air: 3763.8 g
Wet 1 Dry Mass in Air: 3763.8 g
Wet 2 Dry Mass in Air: 3764.6 g
Wet 3 Dry Mass in Air: 3764.3 g
Dry 1 SSD Mass: 3786.9 g
Dry 2 SSD Mass: 3791.2 g
Dry 3 SSD Mass: 3795.2 g
Wet 1 SSD Mass: 3791.8 g
Wet 2 SSD Mass: 3793.1 g
Wet 3 SSD Mass: 3793.7 g
Dry 1 Mass in Water: 2174.9 g
Dry 2 Mass in Water: 2171.7 g
Dry 3 Mass in Water: 2173.3 g
Wet 1 Mass in Water: 2172.8 g
Wet 2 Mass in Water: 2172.9 g
Wet 3 Mass in Water: 2172.9 g
Dry 1 Maximum Specific Gravity: 2.508
Dry 2 Maximum Specific Gravity: 2.508
Dry 3 Maximum Specific Gravity: 2.508
Wet 1 Maximum Specific Gravity: 2.508
Wet 2 Maximum Specific Gravity: 2.508
Wet 3 Maximum Specific Gravity: 2.508
Load (Dry) 1: 35755 N
Load (Dry) 2: 33838 N
Load (Dry) 3: 31747 N
Load (Wet) 1: 34171 N
Load (Wet) 2: 33540 N
Load (Wet) 3: 34456 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: 15
Dry 2 Cracked / Broken Aggregate: 12
Dry 3 Cracked / Broken Aggregate: 12
Wet 1 Cracked / Broken Aggregate: 12
Wet 2 Cracked / Broken Aggregate: 6
Wet 3 Cracked / Broken Aggregate: 8
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): 3856.3 g
Wet 2 SSD Mass (Conditioned): 3849.2 g
Wet 3 SSD Mass (Conditioned): 3850.9 g
Wet 1 Mass in Water (Conditioned): 2238.1 g
Wet 2 Mass in Water (Conditioned): 2223.2 g
Wet 3 Mass in Water (Conditioned): 2224.6 g
Wet 1 Absolute Pressure (Manometer): 284 mmHg
Wet 2 Absolute Pressure (Manometer): 274 mmHg
Wet 3 Absolute Pressure (Manometer): 297 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 19 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 18 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 18 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: 95 mm
Dry 1 Volume: 1612.0 cm^3
Dry 2 Volume: 1619.5 cm^3
Dry 3 Volume: 1621.9 cm^3
Wet 1 Volume: 1619.0 cm^3
Wet 2 Volume: 1620.2 cm^3
Wet 3 Volume: 1620.8 cm^3
Dry 1 Bulk Specific Gravity: 2.335
Dry 2 Bulk Specific Gravity: 2.323
Dry 3 Bulk Specific Gravity: 2.321
Wet 1 Bulk Specific Gravity: 2.325
Wet 2 Bulk Specific Gravity: 2.324
Wet 3 Bulk Specific Gravity: 2.322
Dry 1 Percent Air Voids: 6.9 %
Dry 2 Percent Air Voids: 7.4 %
Dry 3 Percent Air Voids: 7.5 %
Wet 1 Percent Air Voids: 7.3 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.4 %
Dry 1 Volume of Air Voids: 111.2 cm^3
Dry 2 Volume of Air Voids: 119.8 cm^3
Dry 3 Volume of Air Voids: 121.6 cm^3
Wet 1 Volume of Air Voids: 118.2 cm^3
Wet 2 Volume of Air Voids: 118.3 cm^3
Wet 3 Volume of Air Voids: 119.9 cm^3
Wet 1 Minimum Saturated Mass: 3846.5 g
Wet 2 Minimum Saturated Mass: 3847.4 g
Wet 3 Minimum Saturated Mass: 3848.2 g
Wet 1 Maximum Saturated Mass: 3858.4 g
Wet 2 Maximum Saturated Mass: 3859.2 g
Wet 3 Maximum Saturated Mass: 3860.2 g
Wet 1 Volume (Conditioned): 1618.2 cm^3
Wet 2 Volume (Conditioned): 1626.0 cm^3
Wet 3 Volume (Conditioned): 1626.3 cm^3
Wet 1 Volume of Absorbed Water: 92.5 cm^3
Wet 2 Volume of Absorbed Water: 84.6 cm^3
Wet 3 Volume of Absorbed Water: 86.6 cm^3
Wet 1 Percent Saturation: 78 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 72 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0.4 %
Wet 3 Percent Swell: 0.3 %
Dry Tensile Strength, 1: 1602 kPa
Dry Tensile Strength, 2: 1515 kPa
Dry Tensile Strength, 3: 1420 kPa
Wet Tensile Strength, 1: 1528 kPa
Wet Tensile Strength, 2: 1502 kPa
Wet Tensile Strength, 3: 1539 kPa
Average Dry Tensile Strength: 219 psi
Average Wet Tensile Strength: 221 psi
Tensile Strength Ratio:1.01
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Test was verified on 03/27/2018