Summary for Test 2024-05-30-70-5
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 | 05/30/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 01/30/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79562 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 035797 |
| 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 | RHMA-G |
|---|---|---|---|
| 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: 2024-05-30-70
DIME Test ID: 2024-05-30-70-5
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: 2025-02-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/18/2024
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3606.7 g | 3606.1 g | 3606.5 g | 3607.4 g | 3606.2 g | 3606.3 g | |
| 2020.6 g | 2020.8 g | 2021.5 g | 2025.9 g | 2021.7 g | 2029.1 g | |
| 3637.4 g | 3637.4 g | 3640.1 g | 3637.6 g | 3638.8 g | 3640.1 g | |
| 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | |
| 3693.7 g | 3688.5 g | 3692.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 193 mmHg | 188 mmHg | 193 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.8 cm^3 | 1616.6 cm^3 | 1618.6 cm^3 | 1611.7 cm^3 | 1617.1 cm^3 | 1611.0 cm^3 | |
2.231 | 2.231 | 2.228 | 2.238 | 2.230 | 2.239 | |
7.0 % | 7.0 % | 7.1 % | 6.7 % | 7.0 % | 6.7 % | |
113.2 cm^3 | 113.2 cm^3 | 114.9 cm^3 | 108.0 cm^3 | 113.2 cm^3 | 107.9 cm^3 | |
3685.9 g | 3685.3 g | 3686.9 g | ||||
3697.3 g | 3696.7 g | 3698.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.0 cm^3 | 82.4 cm^3 | 86.1 cm^3 | ||||
77 % | 73 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
15177 N | 15342 N | 16218 N | 15498 N | 16396 N | 16040 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 13 | 11 | 42 | 42 | 51 | |
0 | 0 | 0 | 0 | 0 | 0 | |
678 kPa | 685 kPa | 725 kPa | 692 kPa | 732 kPa | 717 kPa | |
101 psi | 103 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=103 psi, S2=101, TSR=98%
Test was verified on 2/20/2025 ✔