Summary for Test 2024-07-01-88-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 07/01/2024 | Sample Unique Key | 88 |
|---|---|---|---|
| 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 | 07/02/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Treated 3/4-inch Type A HMA with 22% RAP |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79623 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | Transportation Laboratory (TL) Number | 848903 |
| 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 | ||
| 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: 2024-07-01-88
DIME Test ID: 2024-07-01-88-7
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/24/2024
| 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 | |
| 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3688.2 g | 3687.2 g | 3688.8 g | 3687.5 g | 3687.9 g | 3688.2 g | |
| 2114.6 g | 2116.5 g | 2119.2 g | 2112.2 g | 2117.6 g | 2119.4 g | |
| 3730.6 g | 3732.8 g | 3735.6 g | 3730.4 g | 3734.4 g | 3730.2 g | |
| 2.462 | 2.462 | 2.462 | 2.462 | 2.462 | 2.462 | |
| 3775.3 g | 3777.3 g | 3778.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.1 mm | 95.0 mm | ||||
| 204 mmHg | 219 mmHg | 207 mmHg | ||||
| 20 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.0 cm^3 | 1616.3 cm^3 | 1616.4 cm^3 | 1618.2 cm^3 | 1616.8 cm^3 | 1610.8 cm^3 | |
2.282 | 2.281 | 2.282 | 2.279 | 2.281 | 2.290 | |
7.3 % | 7.4 % | 7.3 % | 7.4 % | 7.4 % | 7.0 % | |
118.0 cm^3 | 119.6 cm^3 | 118.0 cm^3 | 119.7 cm^3 | 119.6 cm^3 | 112.8 cm^3 | |
3770.8 g | 3770.9 g | 3771.4 g | ||||
3782.6 g | 3782.9 g | 3783.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.1 cm^3 | 90.1 cm^3 | 89.9 cm^3 | ||||
74 % | 75 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
21111 N | 22464 N | 21356 N | 21049 N | 23086 N | 25817 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 18 | 12 | 16 | 21 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
944 kPa | 1003 kPa | 954 kPa | 941 kPa | 1032 kPa | 1155 kPa | |
140 psi | 151 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=151, S2=140, TSR=93%
Test was verified on 9/9/2024 ✔