Summary for Test 2024-09-10-103-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/10/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79716 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858076 |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 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: 2024-09-10-103
DIME Test ID: 2024-09-10-103-5
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: 2024-10-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/04/2024
| 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 | |
| 94.9 mm | 94.8 mm | 94.9 mm | 95.0 mm | 94.8 mm | 94.8 mm | |
| 3663.3 g | 3665.2 g | 3664.4 g | 3663.4 g | 3665.2 g | 3665.2 g | |
| 2052.2 g | 2048.8 g | 2053.6 g | 2046.9 g | 2058.6 g | 2052.6 g | |
| 3683.9 g | 3684.2 g | 3683.1 g | 3683.2 g | 3687.5 g | 3683.5 g | |
| 2.414 | 2.414 | 2.414 | 2.414 | 2.414 | 2.414 | |
| 3744.5 g | 3747.6 g | 3745.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 174 mmHg | 195 mmHg | 139 mmHg | ||||
| 21 inHg | 20 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1631.7 cm^3 | 1635.4 cm^3 | 1629.5 cm^3 | 1636.3 cm^3 | 1628.9 cm^3 | 1630.9 cm^3 | |
2.245 | 2.241 | 2.249 | 2.239 | 2.250 | 2.247 | |
7.0 % | 7.2 % | 6.8 % | 7.2 % | 6.8 % | 6.9 % | |
114.2 cm^3 | 117.7 cm^3 | 110.8 cm^3 | 117.8 cm^3 | 110.8 cm^3 | 112.5 cm^3 | |
3743.2 g | 3747.6 g | 3742.0 g | ||||
3754.7 g | 3759.4 g | 3753.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.2 cm^3 | 82.4 cm^3 | 80.8 cm^3 | ||||
71 % | 70 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
21351 N | 22926 N | 22050 N | 23206 N | 22730 N | 23567 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
38 | 49 | 40 | 21 | 22 | 23 | |
0 | 0 | 0 | 0 | 0 | 0 | |
954 kPa | 1025 kPa | 985 kPa | 1037 kPa | 1018 kPa | 1055 kPa | |
143 psi | 150 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=150 psi, S2=143 psi, TSR=95%
Test was verified on 10/7/2024 ✔