Summary for Test 2023-10-13-31-1
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
| Award Date | 02/13/2023 |
| Closeout Date | 09/22/2025 |
| Work Description | SB Cottonwood Scales |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 10/13/2023 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2023 | Sample type | Production Start-Up |
| 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 binder 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 | M. |
| Last name of sampler or witnessed by | Alleghetti | Title of sampler | PEI Tester |
| Telephone number of sampler | Laboratory sample identification | D79373 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 857919 | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2023-10-13-31
DIME Test ID: 2023-10-13-31-1
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: 2023-10-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/25/2023
| 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 | |
| 94.7 mm | 94.8 mm | 94.8 mm | 94.7 mm | 94.8 mm | 94.8 mm | |
| 3741.4 g | 3741.3 g | 3741.4 g | 3740.1 g | 3741.2 g | 3741.7 g | |
| 2172.5 g | 2167.9 g | 2173.6 g | 2175.3 g | 2177.6 g | 2171.1 g | |
| 3776.9 g | 3774.8 g | 3778.6 g | 3779.6 g | 3776.5 g | 3780.7 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3820.8 g | 3823.6 g | 3821.5 g | ||||
| 94.8 mm | 94.8 mm | 94.8 mm | ||||
| 128 mmHg | 208 mmHg | 138 mmHg | ||||
| 23 inHg | 20 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1604.4 cm^3 | 1606.9 cm^3 | 1605.0 cm^3 | 1604.3 cm^3 | 1598.9 cm^3 | 1609.6 cm^3 | |
2.332 | 2.328 | 2.331 | 2.331 | 2.340 | 2.325 | |
7.0 % | 7.2 % | 7.1 % | 7.1 % | 6.7 % | 7.3 % | |
112.3 cm^3 | 115.7 cm^3 | 114.0 cm^3 | 113.9 cm^3 | 107.1 cm^3 | 117.5 cm^3 | |
3820.0 g | 3822.3 g | 3821.2 g | ||||
3831.2 g | 3833.9 g | 3832.6 g | ||||
1603.6 cm^3 | 1607.7 cm^3 | 1604.2 cm^3 | ||||
79.4 cm^3 | 82.3 cm^3 | 80.1 cm^3 | ||||
71 % | 71 % | 70 % | ||||
14568 N | 13460 N | 14817 N | 14719 N | 16445 N | 15969 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
23 | 20 | 23 | 22 | 17 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
652 kPa | 603 kPa | 663 kPa | 660 kPa | 736 kPa | 715 kPa | |
93 psi | 102 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=102psi, S2=93psi, TSR=91%
Test was verified on 10/31/2023 ✔