Summary for Test 2021-06-14-37-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | 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 | 06/15/2021 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78843 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | Transportation Laboratory (TL) Number | 853346 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
| Structure name | Not Applicable |
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
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DIME Sample ID: 2021-06-14-37
DIME Test ID: 2021-06-14-37-4
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: 2022-01-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/23/2021
| 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 | |
| 95.1 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3691.1 g | 3690.8 g | 3692.9 g | 3691.3 g | 3692.0 g | 3692.8 g | |
| 2099.8 g | 2083.9 g | 2092.8 g | 2094.5 g | 2097.9 g | 2094.9 g | |
| 3717.9 g | 3707.0 g | 3715.5 g | 3714.8 g | 3715.2 g | 3719.9 g | |
| 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
| 3771.7 g | 3770.1 g | 3774.8 g | ||||
| 2153.6 g | 2145.4 g | 2152.1 g | ||||
| 95.6 mm | 95.4 mm | 95.6 mm | ||||
| 173 mmHg | 213 mmHg | 224 mmHg | ||||
| 22 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.1 cm^3 | 1623.1 cm^3 | 1622.7 cm^3 | 1620.3 cm^3 | 1617.3 cm^3 | 1625.0 cm^3 | |
2.281 | 2.274 | 2.276 | 2.278 | 2.283 | 2.272 | |
6.2 % | 6.5 % | 6.5 % | 6.4 % | 6.2 % | 6.6 % | |
100.3 cm^3 | 105.5 cm^3 | 105.5 cm^3 | 103.7 cm^3 | 100.3 cm^3 | 107.3 cm^3 | |
3761.3 g | 3764.7 g | 3766.8 g | ||||
3771.3 g | 3775.2 g | 3777.3 g | ||||
1618.1 cm^3 | 1624.7 cm^3 | 1622.7 cm^3 | ||||
80.6 cm^3 | 79.3 cm^3 | 81.9 cm^3 | ||||
80 % | 75 % | 78 % | ||||
0 % | 0.1 % | 0 % | ||||
22735 N | 23687 N | 22895 N | 31049 N | 30964 N | 33589 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
19 | 25 | 33 | 56 | 50 | 55 | |
0 | 0 | 0 | 2 | 1 | 1 | |
1009 kPa | 1054 kPa | 1016 kPa | 1389 kPa | 1385 kPa | 1501 kPa | |
149 psi | 207 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters): The void contents of some of the specimens were too low. The test was not rerun due to the presence of several other failing test results.
Test was verified on 1/6/2022 ✔