Summary for Test 2022-07-11-62-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
| Award Date | 04/29/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
| Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 07/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79085 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 867310 |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2022-07-11-62
DIME Test ID: 2022-07-11-62-6
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: 2022-07-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and Colt Sweeny
Date of test: 07/20/2022
| 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 | 94.9 mm | 94.9 mm | |
| 3763.7 g | 3763.7 g | 3763.7 g | 3763.9 g | 3764.4 g | 3764.3 g | |
| 2146.4 g | 2141.9 g | 2150.6 g | 2144.1 g | 2146.8 g | 2150.5 g | |
| 3775.4 g | 3777.7 g | 3779.9 g | 3777.2 g | 3779.1 g | 3778.3 g | |
| 2.481 | 2.481 | 2.481 | 2.481 | 2.481 | 2.481 | |
| 3848.5 g | 3847.3 g | 3847.9 g | ||||
| 2220.0 g | 2205.5 g | 2219.4 g | ||||
| 95.0 mm | 95.0 mm | 94.8 mm | ||||
| 132 mmHg | 229 mmHg | 127 mmHg | ||||
| 24 inHg | 20 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.0 cm^3 | 1635.8 cm^3 | 1629.3 cm^3 | 1633.1 cm^3 | 1632.3 cm^3 | 1627.8 cm^3 | |
2.310 | 2.301 | 2.310 | 2.305 | 2.306 | 2.313 | |
6.9 % | 7.3 % | 6.9 % | 7.1 % | 7.1 % | 6.8 % | |
112.4 cm^3 | 119.4 cm^3 | 112.4 cm^3 | 116.0 cm^3 | 115.9 cm^3 | 110.7 cm^3 | |
3842.4 g | 3847.3 g | 3842.4 g | ||||
3853.6 g | 3859.2 g | 3853.6 g | ||||
1628.5 cm^3 | 1641.8 cm^3 | 1628.5 cm^3 | ||||
84.8 cm^3 | 83.6 cm^3 | 84.2 cm^3 | ||||
75 % | 70 % | 75 % | ||||
0.0 % | 0.4 % | 0.0 % | ||||
15613 N | 14572 N | 15698 N | 15622 N | 16272 N | 16596 N | |
0 | 1 | 0 | 0 | 0 | 0 | |
19 | 18 | 17 | 23 | 29 | 25 | |
0 | 1 | 0 | 0 | 0 | 0 | |
698 kPa | 651 kPa | 703 kPa | 698 kPa | 728 kPa | 742 kPa | |
99 psi | 105 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔