Summary for Test 2021-05-11-29-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-46.7/49.8,63.8/67.704 |
| Award Date | 12/18/2020 |
| Closeout Date | 09/30/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060 |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 05/11/2021 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 05/11/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78793 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 768791 |
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-05-11-29
DIME Test ID: 2021-05-11-29-5
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: 2021-07-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Valasek, Sweeny, McCormick
Date of test: 05/27/2021
| 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 | |
| 95.1 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3881.2 g | 3880.4 g | 3881.4 g | 3880.1 g | 3881.4 g | 3881.2 g | |
| 2284.0 g | 2286.2 g | 2286.5 g | 2282.4 g | 2287.0 g | 2288.0 g | |
| 3910.2 g | 3904.9 g | 3913.4 g | 3906.2 g | 3909.9 g | 3914.0 g | |
| 2.569 | 2.569 | 2.569 | 2.569 | 2.569 | 2.569 | |
| 3962.5 g | 3959.3 g | 3970.2 g | ||||
| 2336.3 g | 2340.6 g | 2343.2 g | ||||
| 94.9 mm | 95 mm | 94.9 mm | ||||
| 202 mmHg | 143 mmHg | 174 mmHg | ||||
| 21 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.2 cm^3 | 1618.7 cm^3 | 1626.9 cm^3 | 1623.8 cm^3 | 1622.9 cm^3 | 1626.0 cm^3 | |
2.387 | 2.397 | 2.386 | 2.390 | 2.392 | 2.387 | |
7.1 % | 6.7 % | 7.1 % | 7.0 % | 6.9 % | 7.1 % | |
115.5 cm^3 | 108.5 cm^3 | 115.5 cm^3 | 113.7 cm^3 | 112.0 cm^3 | 115.4 cm^3 | |
3962 g | 3956.4 g | 3962.3 g | ||||
3973.6 g | 3967.2 g | 3973.8 g | ||||
1626.2 cm^3 | 1618.7 cm^3 | 1627.0 cm^3 | ||||
81.3 cm^3 | 78.9 cm^3 | 88.8 cm^3 | ||||
70 % | 73 % | 77 % | ||||
0 % | 0 % | 0 % | ||||
24977 N | 25995 N | 25181 N | 30871 N | 30297 N | 29487 N | |
0 | 1 | 0 | 0 | 0 | 0 | |
23 | 29 | 32 | 39 | 34 | 30 | |
2 | 0 | 2 | 0 | 2 | 1 | |
1117 kPa | 1161 kPa | 1126 kPa | 1379 kPa | 1355 kPa | 1319 kPa | |
165 psi | 196 psi | |||||
0.84 | ||||||
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Test was verified on 7/13/2021 ✔