Summary for Test 2022-07-15-49-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-R48.0/51.0 |
| Award Date | 12/20/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2022 | 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 | Clint |
| Last name of sampler or witnessed by | Rogers | Title of sampler | PEI Tech |
| Telephone number of sampler | Laboratory sample identification | D79092 | |
| Linked DIME Sample ID | 2022-07-15-50, 2022-07-15-51 | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) |
| Transportation Laboratory (TL) Number | 891184 | 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: 2022-07-15-49
DIME Test ID: 2022-07-15-49-6
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: 2022-07-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/26/2022
| 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 | |
| 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3739.0 g | 3739.2 g | 3739.8 g | 3739.0 g | 3738.2 g | 3739.2 g | |
| 2125.5 g | 2123.8 g | 2128.3 g | 2123.9 g | 2125.8 g | 2128.8 g | |
| 3757.9 g | 3755.7 g | 3759.0 g | 3757.6 g | 3755.3 g | 3757.0 g | |
| 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | |
| 3819.3 g | 3822.9 g | 3818.9 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 192 mmHg | 194 mmHg | 190 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1632.4 cm^3 | 1631.9 cm^3 | 1630.7 cm^3 | 1633.7 cm^3 | 1629.5 cm^3 | 1628.2 cm^3 | |
2.290 | 2.291 | 2.293 | 2.289 | 2.294 | 2.297 | |
7.0 % | 7.0 % | 6.9 % | 7.1 % | 6.9 % | 6.7 % | |
114.3 cm^3 | 114.2 cm^3 | 112.5 cm^3 | 116.0 cm^3 | 112.4 cm^3 | 109.1 cm^3 | |
3819.0 g | 3819.1 g | 3818.6 g | ||||
3830.4 g | 3830.6 g | 3829.8 g | ||||
1636.1 cm^3 | 1633.0 cm^3 | 1630.7 cm^3 | ||||
80.3 cm^3 | 83.7 cm^3 | 79.1 cm^3 | ||||
70 % | 73 % | 70 % | ||||
17735 N | 17842 N | 17642 N | 18291 N | 18287 N | 17752 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 13 | 13 | 14 | 13 | 15 | |
0 | 1 | 1 | 0 | 0 | 0 | |
793 kPa | 797 kPa | 789 kPa | 817 kPa | 818 kPa | 794 kPa | |
115 psi | 117 psi | |||||
0.98 | ||||||
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Test was verified on 7/29/2022 ✔