Summary for Test 2022-09-14-52-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 09/14/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79157 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857910 |
| 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: 2022-09-14-52
DIME Test ID: 2022-09-14-52-4
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: 2022-09-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 09/19/2022
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 95.0 mm | |
| 3819.2 g | 3820.6 g | 3820.5 g | 3820.2 g | 3820.1 g | 3820.7 g | |
| 2226.6 g | 2232.9 g | 2233.8 g | 2224.9 g | 2228.2 g | 2228.1 g | |
| 3848.1 g | 3854.4 g | 3857.4 g | 3845.5 g | 3850.4 g | 3852.9 g | |
| 2.543 | 2.543 | 2.543 | 2.543 | 2.543 | 2.543 | |
| 3905.0 g | 3906.7 g | 3906.5 g | ||||
| 2278.8 g | 2284.6 g | 2281.5 g | ||||
| 95 mm | 95 mm | 95 mm | ||||
| 230 mmHg | 225 mmHg | 229 mmHg | ||||
| 20 inHg | 20 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.5 cm^3 | 1621.5 cm^3 | 1623.6 cm^3 | 1620.6 cm^3 | 1622.2 cm^3 | 1624.8 cm^3 | |
2.355 | 2.356 | 2.353 | 2.357 | 2.355 | 2.351 | |
7.4 % | 7.4 % | 7.5 % | 7.3 % | 7.4 % | 7.6 % | |
120.0 cm^3 | 120.0 cm^3 | 121.8 cm^3 | 118.3 cm^3 | 120.0 cm^3 | 123.5 cm^3 | |
3903.2 g | 3904.6 g | 3905.8 g | ||||
3915.2 g | 3916.6 g | 3917.9 g | ||||
1626.2 cm^3 | 1622.1 cm^3 | 1625.0 cm^3 | ||||
85.8 cm^3 | 86.1 cm^3 | 86 cm^3 | ||||
72 % | 72 % | 71 % | ||||
0.3 % | 0 % | 0.1 % | ||||
18215 N | 18909 N | 18425 N | 19652 N | 20146 N | 19812 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
19 | 17 | 22 | 23 | 27 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
814 kPa | 845 kPa | 823 kPa | 879 kPa | 900 kPa | 885 kPa | |
120 psi | 129 psi | |||||
0.93 | ||||||
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Test was verified on 9/30/2022 ✔