Summary for Test 2021-10-13-41-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/13/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 10/18/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4 Inch HMA-A 23 RAP PG58-34M Marathon Fernley |
| The quantity of what the sample constitutes | 10,000 Ton Milestone, 8 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78963 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 695654 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Design ID |
Test Details
DIME Sample ID: 2021-10-13-41
DIME Test ID: 2021-10-13-41-2
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: 2021-10-28
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/22/2021
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: 94.8 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3689.2 g
Dry 2 Dry Mass in Air: 3688.0 g
Dry 3 Dry Mass in Air: 3691.0 g
Wet 1 Dry Mass in Air: 3692.6 g
Wet 2 Dry Mass in Air: 3690.3 g
Wet 3 Dry Mass in Air: 3689.6 g
Dry 1 SSD Mass: 3725.4 g
Dry 2 SSD Mass: 3718.9 g
Dry 3 SSD Mass: 3727.5 g
Wet 1 SSD Mass: 3725.3 g
Wet 2 SSD Mass: 3721.5 g
Wet 3 SSD Mass: 3723.9 g
Dry 1 Mass in Water: 2114.4 g
Dry 2 Mass in Water: 2116.0 g
Dry 3 Mass in Water: 2120.3 g
Wet 1 Mass in Water: 2113.2 g
Wet 2 Mass in Water: 2114.5 g
Wet 3 Mass in Water: 2114.4 g
Dry 1 Maximum Specific Gravity: 2.467
Dry 2 Maximum Specific Gravity: 2.467
Dry 3 Maximum Specific Gravity: 2.467
Wet 1 Maximum Specific Gravity: 2.467
Wet 2 Maximum Specific Gravity: 2.467
Wet 3 Maximum Specific Gravity: 2.467
Load (Dry) 1: 15791 N
Load (Dry) 2: 16365 N
Load (Dry) 3: 15542 N
Load (Wet) 1: 14942 N
Load (Wet) 2: 16779 N
Load (Wet) 3: 16103 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: 12
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 14
Wet 2 Cracked / Broken Aggregate: 10
Wet 3 Cracked / Broken Aggregate: 16
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): 3777.9 g
Wet 2 SSD Mass (Conditioned): 3773.2 g
Wet 3 SSD Mass (Conditioned): 3777.5 g
Wet 1 Mass in Water (Conditioned): 2165.4 g
Wet 2 Mass in Water (Conditioned): 2163.6 g
Wet 3 Mass in Water (Conditioned): 2164.6 g
Wet 1 Absolute Pressure (Manometer): 202 mmHg
Wet 2 Absolute Pressure (Manometer): 205 mmHg
Wet 3 Absolute Pressure (Manometer): 207 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 21 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: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1611.0 cm^3
Dry 2 Volume: 1602.9 cm^3
Dry 3 Volume: 1607.2 cm^3
Wet 1 Volume: 1612.1 cm^3
Wet 2 Volume: 1607.0 cm^3
Wet 3 Volume: 1609.5 cm^3
Dry 1 Bulk Specific Gravity: 2.29
Dry 2 Bulk Specific Gravity: 2.301
Dry 3 Bulk Specific Gravity: 2.297
Wet 1 Bulk Specific Gravity: 2.291
Wet 2 Bulk Specific Gravity: 2.296
Wet 3 Bulk Specific Gravity: 2.292
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 6.7 %
Dry 3 Percent Air Voids: 6.9 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.9 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 116.0 cm^3
Dry 2 Volume of Air Voids: 107.4 cm^3
Dry 3 Volume of Air Voids: 110.9 cm^3
Wet 1 Volume of Air Voids: 114.5 cm^3
Wet 2 Volume of Air Voids: 110.9 cm^3
Wet 3 Volume of Air Voids: 114.3 cm^3
Wet 1 Minimum Saturated Mass: 3772.8 g
Wet 2 Minimum Saturated Mass: 3767.9 g
Wet 3 Minimum Saturated Mass: 3769.6 g
Wet 1 Maximum Saturated Mass: 3784.2 g
Wet 2 Maximum Saturated Mass: 3779 g
Wet 3 Maximum Saturated Mass: 3781 g
Wet 1 Volume (Conditioned): 1612.5 cm^3
Wet 2 Volume (Conditioned): 1609.6 cm^3
Wet 3 Volume (Conditioned): 1612.9 cm^3
Wet 1 Volume of Absorbed Water: 85.3 cm^3
Wet 2 Volume of Absorbed Water: 82.9 cm^3
Wet 3 Volume of Absorbed Water: 87.9 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 75 %
Wet 3 Percent Saturation: 77 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 705 kPa
Dry Tensile Strength, 2: 733 kPa
Dry Tensile Strength, 3: 694 kPa
Wet Tensile Strength, 1: 668 kPa
Wet Tensile Strength, 2: 750 kPa
Wet Tensile Strength, 3: 719 kPa
Average Dry Tensile Strength: 103 psi
Average Wet Tensile Strength: 103 psi
Tensile Strength Ratio:1
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔