Summary for Test 2022-07-24-2-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993659 DEA: 021J4204 EFIS: 0220000076 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-11.8/12.6 |
| Award Date | 05/10/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | CONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM. |
| Location Description | SHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 07/24/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/26/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% 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 | J.D. |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79113 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 037273 | 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 | 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: 2022-07-24-2
DIME Test ID: 2022-07-24-2-6
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: 2022-08-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and Colt Sweeny
Date of test: 08/03/2022
| 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 | 94.9 mm | 95.1 mm | 95.0 mm | 95.0 mm | |
| 3745.3 g | 3744.9 g | 3745.3 g | 3746.3 g | 3745.5 g | 3745.3 g | |
| 2160.6 g | 2163.4 g | 2173.8 g | 2169.2 g | 2166.6 g | 2171.8 g | |
| 3772.4 g | 3775.9 g | 3778.2 g | 3777.5 g | 3778.8 g | 3777.3 g | |
| 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | |
| 3828.7 g | 3826.8 g | 3827.3 g | ||||
| 95.0 mm | 95.0 mm | 94.9 mm | ||||
| 151 mmHg | 157 mmHg | 124 mmHg | ||||
| 23 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1611.8 cm^3 | 1612.5 cm^3 | 1604.4 cm^3 | 1608.3 cm^3 | 1612.2 cm^3 | 1605.5 cm^3 | |
2.324 | 2.322 | 2.334 | 2.329 | 2.323 | 2.333 | |
7.1 % | 7.2 % | 6.7 % | 6.9 % | 7.1 % | 6.7 % | |
114.4 cm^3 | 116.1 cm^3 | 107.5 cm^3 | 111.0 cm^3 | 114.5 cm^3 | 107.6 cm^3 | |
3825.4 g | 3826.2 g | 3820.6 g | ||||
3836.8 g | 3837.8 g | 3831.3 g | ||||
1611.0 cm^3 | 1611.7 cm^3 | 1603.6 cm^3 | ||||
83.4 cm^3 | 81.9 cm^3 | 82.0 cm^3 | ||||
73 % | 71 % | 76 % | ||||
17544 N | 17344 N | 16730 N | 17806 N | 16948 N | 17188 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 16 | 23 | 32 | 33 | 38 | |
0 | 0 | 0 | 0 | 0 | 1 | |
784 kPa | 775 kPa | 748 kPa | 795 kPa | 757 kPa | 768 kPa | |
112 psi | 112 psi | |||||
1 | ||||||
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Test was verified on 8/4/2022 ✔