Summary for Test 2018-01-12-7-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 01/12/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 01/12/2018 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | a | Last name of sampler or witnessed by | a |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | SNC - Mustang Asphalt Plant | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-01-12-7
DIME Test ID: 2018-01-12-7-5
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: 2018-01-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 01/17/2018
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3816.8 g | 3818.7 g | 3816.0 g | 3814.2 g | 3819.2 g | 3814.5 g | |
| 2224.0 g | 2230.3 g | 2219.4 g | 2223.6 g | 2228.6 g | 2223.8 g | |
| 3847.2 g | 3855.5 g | 3845.5 g | 3844.5 g | 3856.6 g | 3848.6 g | |
| 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | 2.518 | |
| 3896.4 g | 3902.0 g | 3895.6 g | ||||
| 2273.6 g | 2277.6 g | 2269.4 g | ||||
| 94.7 mm | 94.8 mm | 94.9 mm | ||||
| 175 mmHg | 188 mmHg | 202 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.2 cm^3 | 1625.2 cm^3 | 1626.1 cm^3 | 1620.9 cm^3 | 1628.0 cm^3 | 1624.8 cm^3 | |
2.351 | 2.350 | 2.347 | 2.353 | 2.346 | 2.348 | |
6.6 % | 6.7 % | 6.8 % | 6.6 % | 6.8 % | 6.8 % | |
107.1 cm^3 | 108.9 cm^3 | 110.6 cm^3 | 107.0 cm^3 | 110.7 cm^3 | 110.5 cm^3 | |
3891.8 g | 3894.9 g | 3893.4 g | ||||
3902.5 g | 3905.8 g | 3904.5 g | ||||
1622.8 cm^3 | 1624.4 cm^3 | 1626.2 cm^3 | ||||
79.6 cm^3 | 83.3 cm^3 | 79.6 cm^3 | ||||
74 % | 76 % | 72 % | ||||
0 % | 0 % | 0 % | ||||
25119 N | 28099 N | 27775 N | 27566 N | 27454 N | 28242 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
3 | 6 | 5 | 4 | 7 | 8 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1126 kPa | 1258 kPa | 1242 kPa | 1232 kPa | 1227 kPa | 1262 kPa | |
175 psi | 180 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2018 ✔