Summary for Test 2022-07-14-74-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-36.3/41.6 |
| Award Date | 10/06/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 07/14/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 07/15/2022 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and Virgin PG 58-34 M from Valero – Benicia |
| 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79094 | Linked DIME Sample ID | 2022-07-14-75, 2022-07-14-76 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 859000 |
| 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-14-74
DIME Test ID: 2022-07-14-74-6
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: 2022-07-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and Colt Sweeny
Date of test: 07/27/2022
| 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 | 95.0 mm | |
| 3746.9 g | 3747.1 g | 3747.2 g | 3745.9 g | 3745.9 g | 3746.0 g | |
| 2171.5 g | 2173.7 g | 2176.1 g | 2170.4 g | 2177.2 g | 2172.7 g | |
| 3774.6 g | 3777.7 g | 3782.9 g | 3778.3 g | 3778.3 g | 3776.1 g | |
| 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | |
| 3828.7 g | 3827.9 g | 3828.8 g | ||||
| 2226.4 g | 2223.5 g | 2222.8 g | ||||
| 94.8 mm | 95 mm | 94.9 mm | ||||
| 174 mmHg | 190 mmHg | 210 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1603.1 cm^3 | 1604.0 cm^3 | 1606.8 cm^3 | 1607.9 cm^3 | 1601.1 cm^3 | 1603.4 cm^3 | |
2.337 | 2.336 | 2.332 | 2.330 | 2.340 | 2.336 | |
7.0 % | 7.0 % | 7.2 % | 7.2 % | 6.8 % | 7.0 % | |
112.2 cm^3 | 112.3 cm^3 | 115.7 cm^3 | 115.8 cm^3 | 108.9 cm^3 | 112.2 cm^3 | |
3825.4 g | 3825.7 g | 3828.2 g | ||||
3836.7 g | 3836.9 g | 3839.8 g | ||||
1602.3 cm^3 | 1604.4 cm^3 | 1606.0 cm^3 | ||||
81.8 cm^3 | 80.8 cm^3 | 81.6 cm^3 | ||||
73 % | 72 % | 71 % | ||||
0 % | 0 % | 0 % | ||||
17931 N | 18296 N | 17433 N | 18856 N | 18193 N | 19430 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 14 | 24 | 45 | 37 | 40 | |
0 | 0 | 1 | 1 | 1 | 0 | |
803 kPa | 817 kPa | 780 kPa | 842 kPa | 814 kPa | 868 kPa | |
116 psi | 122 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2022 ✔