Summary for Test 2023-07-11-75-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/11/2023 | 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) with 24.0% RAP and virgin PG 58-34 M 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 | Craig "Clint" |
| Last name of sampler or witnessed by | Rogers | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79293 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 036764 | 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 | JMF3513 2022 2 | |
| 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: 2023-07-11-75
DIME Test ID: 2023-07-11-75-6
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: 2023-11-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/01/2023
| 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 | |
| 94.9 mm | 94.8 mm | 95.0 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3731.9 g | 3732.9 g | 3732.4 g | 3732.4 g | 3732.8 g | 3733.1 g | |
| 2156.9 g | 2159.8 g | 2158.5 g | 2159.3 g | 2161.8 g | 2162.6 g | |
| 3763.8 g | 3767.4 g | 3768.5 g | 3769.5 g | 3767.4 g | 3773.9 g | |
| 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | 2.505 | |
| 3820.8 g | 3818.4 g | 3821.0 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 264 mmHg | 248 mmHg | 298 mmHg | ||||
| 19 inHg | 19 inHg | 18 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.9 cm^3 | 1607.6 cm^3 | 1610.0 cm^3 | 1610.2 cm^3 | 1605.6 cm^3 | 1611.3 cm^3 | |
2.322 | 2.322 | 2.318 | 2.318 | 2.325 | 2.317 | |
7.3 % | 7.3 % | 7.5 % | 7.5 % | 7.2 % | 7.5 % | |
117.3 cm^3 | 117.4 cm^3 | 120.8 cm^3 | 120.8 cm^3 | 115.6 cm^3 | 120.8 cm^3 | |
3814.0 g | 3815.1 g | 3817.0 g | ||||
3825.7 g | 3826.8 g | 3829.0 g | ||||
1612.7 cm^3 | 1607.0 cm^3 | 1616.7 cm^3 | ||||
88.9 cm^3 | 85.5 cm^3 | 88.6 cm^3 | ||||
76 % | 73 % | 73 % | ||||
17780 N | 17655 N | 15856 N | 18029 N | 19777 N | 18562 N | |
1 | 1 | 0 | 0 | 0 | 0 | |
12 | 11 | 18 | 17 | 24 | 22 | |
0 | 0 | 1 | 0 | 0 | 0 | |
795 kPa | 790 kPa | 708 kPa | 806 kPa | 884 kPa | 829 kPa | |
111 psi | 122 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=122,
S2=111,
TSR=91%
Test was verified on 11/13/2023 ✔