Summary for Test 2023-12-08-48-4
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 | 12/08/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 12/08/2023 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 24 boxes of HMA, 2 quarts of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Humberto | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 023-104 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 1301 |
Test Details
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DIME Sample ID: 2023-12-08-48
DIME Test ID: 2023-12-08-48-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2024-01-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 01/17/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | |
| 3900.8 g | 3898.4 g | 3895.5 g | 3898.4 g | 3900.6 g | 3896.5 g | |
| 2279.7 g | 2281.5 g | 2274.1 g | 2277.7 g | 2276.8 g | 2277.1 g | |
| 3915.8 g | 3914 g | 3913.1 g | 3913.6 g | 3916.6 g | 3911.9 g | |
| 2.564 | 2.564 | 2.564 | 2.564 | 2.564 | 2.564 | |
| 3986.8 g | 3981.9 g | 3980.6 g | ||||
| 2279.7 g | 2281.5 g | 2274.1 g | ||||
| 95 mm | 95 mm | 95 mm | ||||
| 195 mmHg | 195 mmHg | 195 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1636.1 cm^3 | 1632.5 cm^3 | 1639 cm^3 | 1635.9 cm^3 | 1639.8 cm^3 | 1634.8 cm^3 | |
2.384 | 2.388 | 2.377 | 2.383 | 2.379 | 2.383 | |
7 % | 6.9 % | 7.3 % | 7.1 % | 7.2 % | 7.1 % | |
114.5 cm^3 | 112.6 cm^3 | 119.6 cm^3 | 116.1 cm^3 | 118.1 cm^3 | 116.1 cm^3 | |
3981 g | 3977.2 g | 3979.2 g | ||||
3992.4 g | 3988.5 g | 3991.2 g | ||||
1707.1 cm^3 | 1700.4 cm^3 | 1706.5 cm^3 | ||||
86 cm^3 | 83.5 cm^3 | 85.1 cm^3 | ||||
75 % | 74 % | 71 % | ||||
4.3 % | 4.2 % | 4.1 % | ||||
27281 N | 27833 N | 28700 N | 28233 N | 27663 N | 28958 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1219 kPa | 1243 kPa | 1282 kPa | 1261 kPa | 1236 kPa | 1294 kPa | |
181 psi | 183 psi | |||||
0.99 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/24/2024 ✔