Summary for Test 2023-10-09-30-1
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 | 10/09/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 10/09/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79370 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 853406 |
| 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 | 1/2 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: 2023-10-09-30
DIME Test ID: 2023-10-09-30-1
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: 2023-10-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/17/2023
| 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 | 94.7 mm | |
| 3758.3 g | 3758.1 g | 3757.9 g | 3759.0 g | 3758.6 g | 3757.8 g | |
| 2172.1 g | 2167.1 g | 2171.2 g | 2167.1 g | 2168.1 g | 2181.2 g | |
| 3785.6 g | 3787.3 g | 3786.4 g | 3782.6 g | 3786.1 g | 3786.8 g | |
| 2.503 | 2.503 | 2.503 | 2.503 | 2.503 | 2.503 | |
| 3841.6 g | 3844.8 g | 3844.6 g | ||||
| 2228.0 g | 2221.3 g | 2227.8 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 186 mmHg | 243 mmHg | 241 mmHg | ||||
| 21 inHg | 19 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.5 cm^3 | 1620.2 cm^3 | 1615.2 cm^3 | 1615.5 cm^3 | 1618.0 cm^3 | 1605.6 cm^3 | |
2.329 | 2.320 | 2.327 | 2.327 | 2.323 | 2.340 | |
7.0 % | 7.3 % | 7.0 % | 7.0 % | 7.2 % | 6.5 % | |
112.9 cm^3 | 118.3 cm^3 | 113.1 cm^3 | 113.1 cm^3 | 116.5 cm^3 | 104.4 cm^3 | |
3837.3 g | 3840.9 g | 3837.1 g | ||||
3848.6 g | 3852.7 g | 3848.4 g | ||||
1613.6 cm^3 | 1623.5 cm^3 | 1616.8 cm^3 | ||||
83.3 cm^3 | 86.7 cm^3 | 86.7 cm^3 | ||||
74 % | 73 % | 77 % | ||||
0.0 % | 0.2 % | 0.1 % | ||||
13976 N | 14586 N | 15075 N | 14982 N | 15489 N | 16063 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
7 | 8 | 9 | 10 | 16 | 13 | |
0 | 0 | 0 | 0 | 0 | 0 | |
625 kPa | 652 kPa | 674 kPa | 671 kPa | 693 kPa | 720 kPa | |
94 psi | 101 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=101 PSI, S2=94 PSI, TSR=93%
Test was verified on 10/26/2023 ✔