Summary for Test 2021-06-17-41-3
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
---|---|
DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
Award Date | 12/04/2019 |
Closeout Date | 08/14/2023 |
Work Description | BUILDING WORK. |
Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 06/17/2021 | 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 | 06/21/2021 |
Sample type | Department Acceptance | A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78846 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | 766442 |
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: 2021-06-17-41
DIME Test ID: 2021-06-17-41-3
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: 2022-01-14
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/29/2021
Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
---|---|---|---|---|---|---|
Treated | ||||||
150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
3694.8 g | 3696.3 g | 3697.5 g | 3693.3 g | 3696.8 g | 3696.3 g | |
2095.2 g | 2091.3 g | 2093.3 g | 2079.5 g | 2091.7 g | 2091.4 g | |
3720.2 g | 3717.9 g | 3726.6 g | 3712.0 g | 3717.1 g | 3720.3 g | |
2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
3773.5 g | 3776.0 g | 3778.9 g | ||||
2148.5 g | 2145.2 g | 2145.6 g | ||||
95.4 mm | 95.5 mm | 95.5 mm | ||||
197 mmHg | 143 mmHg | 250 mmHg | ||||
21 inHg | 23 inHg | 20 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1625.0 cm^3 | 1626.6 cm^3 | 1633.3 cm^3 | 1632.5 cm^3 | 1625.4 cm^3 | 1628.9 cm^3 | |
2.274 | 2.272 | 2.264 | 2.262 | 2.274 | 2.269 | |
6.5 % | 6.6 % | 6.9 % | 7.0 % | 6.5 % | 6.7 % | |
105.6 cm^3 | 107.4 cm^3 | 112.7 cm^3 | 114.3 cm^3 | 105.7 cm^3 | 109.1 cm^3 | |
3768.7 g | 3771.5 g | 3776.4 g | ||||
3779.3 g | 3782.2 g | 3787.7 g | ||||
1625.0 cm^3 | 1630.8 cm^3 | 1633.3 cm^3 | ||||
78.7 cm^3 | 79.7 cm^3 | 81.4 cm^3 | ||||
75 % | 74 % | 72 % | ||||
0 % | 0.3 % | 0 % | ||||
21992 N | 22779 N | 20595 N | 30003 N | 30341 N | 28865 N | |
3 | 1 | 2 | 0 | 0 | 0 | |
30 | 30 | 20 | 40 | 36 | 36 | |
3 | 1 | 2 | 0 | 0 | 1 | |
978 kPa | 1012 kPa | 915 kPa | 1340 kPa | 1357 kPa | 1291 kPa | |
140 psi | 193 psi | |||||
0.73 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2022 ✔