Summary for Test 2022-10-21-38-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
| Award Date | 03/03/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | TRINITY CULVERTS |
| Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 10/21/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79176 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858105 |
| 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 |
Test Details
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DIME Sample ID: 2022-10-21-38
DIME Test ID: 2022-10-21-38-5
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: 2022-10-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Dennis Hickey
Date of test: 10/28/2022
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 95 mm | 95 mm | 94.8 mm | 94.9 mm | 95 mm | 95 mm | |
| 3732.9 g | 3750.1 g | 3745.8 g | 3744.8 g | 3745.5 g | 3745.3 g | |
| 2154.2 g | 2170.3 g | 2176.6 g | 2166 g | 2162 g | 2172.6 g | |
| 3761.1 g | 3786.2 g | 3781.1 g | 3780.3 g | 3775.5 g | 3773.6 g | |
| 2.507 | 2.507 | 2.507 | 2.507 | 2.507 | 2.507 | |
| 3820 g | 3835.4 g | 3829.9 g | ||||
| 2212.7 g | 2220.3 g | 2226.2 g | ||||
| 95 mm | 95.1 mm | 94.9 mm | ||||
| 219 mmHg | 207 mmHg | 122 mmHg | ||||
| 22 inHg | 21 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.9 cm^3 | 1615.9 cm^3 | 1604.5 cm^3 | 1614.3 cm^3 | 1613.5 cm^3 | 1601 cm^3 | |
2.323 | 2.321 | 2.335 | 2.32 | 2.321 | 2.339 | |
7.3 % | 7.4 % | 6.9 % | 7.5 % | 7.4 % | 6.7 % | |
117.3 cm^3 | 119.6 cm^3 | 110.7 cm^3 | 121.1 cm^3 | 119.4 cm^3 | 107.3 cm^3 | |
3815 g | 3833.8 g | 3823.3 g | ||||
3826.7 g | 3845.8 g | 3834.4 g | ||||
1607.3 cm^3 | 1615.1 cm^3 | 1603.7 cm^3 | ||||
87.1 cm^3 | 85.3 cm^3 | 84.1 cm^3 | ||||
74 % | 71 % | 76 % | ||||
0 % | 0 % | 0 % | ||||
28629 N | 29211 N | 28704 N | 34505 N | 32819 N | 35377 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
9 | 11 | 12 | 34 | 28 | 28 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1279 kPa | 1304 kPa | 1284 kPa | 1543 kPa | 1466 kPa | 1580 kPa | |
187 psi | 222 psi | |||||
0.84 | ||||||
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Test was verified on 10/31/2022 ✔