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 |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 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 % | 0.1 % | ||||
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 ✔