Summary for Test 2022-03-17-36-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/17/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 03/21/2022 |
| Sample type | Verification | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24 RAP and virgin PG 58-34 M (Valero – Benicia) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Clint | Last name of sampler or witnessed by | Roger |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79007 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 708108 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2022-03-17-36
DIME Test ID: 2022-03-17-36-6
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: 2022-05-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/30/2022
| 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 | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3766.6 g | 3765.6 g | 3765.9 g | 3738.2 g | 3764.0 g | 3765.7 g | |
| 2179.4 g | 2181.1 g | 2179.6 g | 2161.6 g | 2182.2 g | 2180.2 g | |
| 3792.4 g | 3790.2 g | 3794.6 g | 3769.6 g | 3791.5 g | 3788.9 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3843.3 g | 3844.4 g | 3850.2 g | ||||
| 2231.1 g | 2236.1 g | 2233.8 g | ||||
| 94.8 mm | 95.1 mm | 94.8 mm | ||||
| 202 mmHg | 124 mmHg | 222 mmHg | ||||
| 21 inHg | 23 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.0 cm^3 | 1609.1 cm^3 | 1615.0 cm^3 | 1608.0 cm^3 | 1609.3 cm^3 | 1608.7 cm^3 | |
2.335 | 2.340 | 2.332 | 2.325 | 2.339 | 2.341 | |
6.7 % | 6.5 % | 6.9 % | 7.1 % | 6.6 % | 6.5 % | |
108.1 cm^3 | 104.6 cm^3 | 111.4 cm^3 | 114.2 cm^3 | 106.2 cm^3 | 104.6 cm^3 | |
3842.3 g | 3838.8 g | 3843.9 g | ||||
3853.1 g | 3849.3 g | 3855.0 g | ||||
1612.2 cm^3 | 1608.3 cm^3 | 1616.4 cm^3 | ||||
76.7 cm^3 | 78.8 cm^3 | 84.3 cm^3 | ||||
71 % | 75 % | 76 % | ||||
0.0 % | 0.0 % | 0.1 % | ||||
20693 N | 20582 N | 20417 N | 22735 N | 22148 N | 21912 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
19 | 15 | 17 | 25 | 25 | 30 | |
0 | 1 | 0 | 1 | 0 | 1 | |
926 kPa | 919 kPa | 914 kPa | 1017 kPa | 989 kPa | 980 kPa | |
133 psi | 144 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/24/2022 ✔