Summary for Test 2022-09-07-67-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-45.5/51.6 |
| Award Date | 11/16/2021 |
| Closeout Date | 11/23/2022 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD |
| QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 09/07/2022 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Valero – Benicia |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | D79152 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857908 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-07-67
DIME Test ID: 2022-09-07-67-5
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: 2022-09-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Darrell Valasek
Date of test: 09/16/2022
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3732.7 g | 3732.5 g | 3733.0 g | 3733.2 g | 3732.6 g | 3732.7 g | |
| 2130.8 g | 2124.6 g | 2127.4 g | 2126.3 g | 2126.4 g | 2131.9 g | |
| 3761.2 g | 3759.2 g | 3762.5 g | 3760.1 g | 3762.7 g | 3759.9 g | |
| 2.459 | 2.459 | 2.459 | 2.459 | 2.459 | 2.459 | |
| 3817.5 g | 3815.5 g | 3822.7 g | ||||
| 2187.7 g | 2181.7 g | 2186.2 g | ||||
| 95.1 mm | 95 mm | 95.1 mm | ||||
| 208 mmHg | 214 mmHg | 219 mmHg | ||||
| 21 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.4 cm^3 | 1634.6 cm^3 | 1635.1 cm^3 | 1633.8 cm^3 | 1636.3 cm^3 | 1628.0 cm^3 | |
2.289 | 2.283 | 2.283 | 2.285 | 2.281 | 2.293 | |
6.9 % | 7.2 % | 7.2 % | 7.1 % | 7.2 % | 6.8 % | |
112.5 cm^3 | 117.7 cm^3 | 117.7 cm^3 | 116.0 cm^3 | 117.8 cm^3 | 110.7 cm^3 | |
3811.4 g | 3814.9 g | 3815.4 g | ||||
3822.7 g | 3826.7 g | 3827.2 g | ||||
1629.8 cm^3 | 1633.8 cm^3 | 1636.5 cm^3 | ||||
84.8 cm^3 | 83 cm^3 | 89.7 cm^3 | ||||
75 % | 71 % | 76 % | ||||
0 % | 0 % | 0.1 % | ||||
15791 N | 15097 N | 15669 N | 18278 N | 18051 N | 18433 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 9 | 11 | 8 | 17 | 11 | |
0 | 0 | 0 | 0 | 0 | 0 | |
705 kPa | 674 kPa | 699 kPa | 817 kPa | 806 kPa | 823 kPa | |
100 psi | 118 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2022 ✔