Summary for Test 2021-08-30-37-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139-57.0/66.635,0.0/0.1 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299 |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 08/30/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 testing | 08/31/2021 |
| Sample type | Acceptance | A brief description of the sample | 1/2 inch HMA A 25 RAP PG58-34M Albina |
| The quantity of what the sample constitutes | PSE 16 Boxes at 286 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78932 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | Transportation Laboratory (TL) Number | 854925 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-30-37
DIME Test ID: 2021-08-30-37-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-09-13
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/08/2021
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: 95.0 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3683.1 g
Dry 2 Dry Mass in Air: 3680.8 g
Dry 3 Dry Mass in Air: 3683.1 g
Wet 1 Dry Mass in Air: 3683.1 g
Wet 2 Dry Mass in Air: 3682.0 g
Wet 3 Dry Mass in Air: 3682.6 g
Dry 1 SSD Mass: 3712.9 g
Dry 2 SSD Mass: 3703.0 g
Dry 3 SSD Mass: 3719.4 g
Wet 1 SSD Mass: 3712.8 g
Wet 2 SSD Mass: 3710.9 g
Wet 3 SSD Mass: 3712.3 g
Dry 1 Mass in Water: 2083.9 g
Dry 2 Mass in Water: 2084.1 g
Dry 3 Mass in Water: 2093.6 g
Wet 1 Mass in Water: 2086.9 g
Wet 2 Mass in Water: 2088.0 g
Wet 3 Mass in Water: 2089.1 g
Dry 1 Maximum Specific Gravity: 2.431
Dry 2 Maximum Specific Gravity: 2.431
Dry 3 Maximum Specific Gravity: 2.431
Wet 1 Maximum Specific Gravity: 2.431
Wet 2 Maximum Specific Gravity: 2.431
Wet 3 Maximum Specific Gravity: 2.431
Load (Dry) 1: 24456 N
Load (Dry) 2: 25920 N
Load (Dry) 3: 26658 N
Load (Wet) 1: 18015 N
Load (Wet) 2: 18331 N
Load (Wet) 3: 18109 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: 22
Dry 3 Cracked / Broken Aggregate: 21
Wet 1 Cracked / Broken Aggregate: 22
Wet 2 Cracked / Broken Aggregate: 25
Wet 3 Cracked / Broken Aggregate: 19
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): 3768.6 g
Wet 2 SSD Mass (Conditioned): 3766.6 g
Wet 3 SSD Mass (Conditioned): 3768.7 g
Wet 1 Mass in Water (Conditioned): 2140.3 g
Wet 2 Mass in Water (Conditioned): 2144.5 g
Wet 3 Mass in Water (Conditioned): 2146.3 g
Wet 1 Absolute Pressure (Manometer): 174 mmHg
Wet 2 Absolute Pressure (Manometer): 148 mmHg
Wet 3 Absolute Pressure (Manometer): 144 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 23 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 23 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: 95.6 mm
Wet 2 Thickness after conditioning: 95.7 mm
Wet 3 Thickness after conditioning: 95.8 mm
Dry 1 Volume: 1629.0 cm^3
Dry 2 Volume: 1618.9 cm^3
Dry 3 Volume: 1625.8 cm^3
Wet 1 Volume: 1625.9 cm^3
Wet 2 Volume: 1622.9 cm^3
Wet 3 Volume: 1623.2 cm^3
Dry 1 Bulk Specific Gravity: 2.261
Dry 2 Bulk Specific Gravity: 2.274
Dry 3 Bulk Specific Gravity: 2.265
Wet 1 Bulk Specific Gravity: 2.265
Wet 2 Bulk Specific Gravity: 2.269
Wet 3 Bulk Specific Gravity: 2.269
Dry 1 Percent Air Voids: 7.0 %
Dry 2 Percent Air Voids: 6.5 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 6.8 %
Wet 2 Percent Air Voids: 6.7 %
Wet 3 Percent Air Voids: 6.7 %
Dry 1 Volume of Air Voids: 114.0 cm^3
Dry 2 Volume of Air Voids: 105.2 cm^3
Dry 3 Volume of Air Voids: 110.6 cm^3
Wet 1 Volume of Air Voids: 110.6 cm^3
Wet 2 Volume of Air Voids: 108.7 cm^3
Wet 3 Volume of Air Voids: 108.8 cm^3
Wet 1 Minimum Saturated Mass: 3760.5 g
Wet 2 Minimum Saturated Mass: 3758.1 g
Wet 3 Minimum Saturated Mass: 3758.8 g
Wet 1 Maximum Saturated Mass: 3771.6 g
Wet 2 Maximum Saturated Mass: 3769 g
Wet 3 Maximum Saturated Mass: 3769.6 g
Wet 1 Volume (Conditioned): 1628.3 cm^3
Wet 2 Volume (Conditioned): 1622.1 cm^3
Wet 3 Volume (Conditioned): 1622.4 cm^3
Wet 1 Volume of Absorbed Water: 85.5 cm^3
Wet 2 Volume of Absorbed Water: 84.6 cm^3
Wet 3 Volume of Absorbed Water: 86.1 cm^3
Wet 1 Percent Saturation: 77 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0.1 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1093 kPa
Dry Tensile Strength, 2: 1159 kPa
Dry Tensile Strength, 3: 1192 kPa
Wet Tensile Strength, 1: 800 kPa
Wet Tensile Strength, 2: 813 kPa
Wet Tensile Strength, 3: 802 kPa
Average Dry Tensile Strength: 166 psi
Average Wet Tensile Strength: 117 psi
Tensile Strength Ratio: 0.7
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/13/2021 ✔