Summary for Test 2025-11-03-69-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,5-L47.4,R45.5/R46.0 |
| Award Date | 11/13/2024 |
| Closeout Date | Not set |
| Work Description | NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION. |
| Location Description | SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159 |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 11/03/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 11/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M) with 23.6% RAP and virgin PG 58-34M binder 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80116 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 877606 |
| 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 | ||
| Binder content (%) | 4.5 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-11-03-69
DIME Test ID: 2025-11-03-69-5
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: 2025-11-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/19/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3871.3 g | 3872.0 g | 3871.7 g | 3870.9 g | 3871.7 g | 3871.9 g | |
| 2294.2 g | 2299.7 g | 2287.1 g | 2286.0 g | 2298.2 g | 2293.7 g | |
| 3904.4 g | 3907.0 g | 3900.6 g | 3902.2 g | 3904.8 g | 3903.6 g | |
| 2.584 | 2.584 | 2.584 | 2.584 | 2.584 | 2.584 | |
| 3956.5 g | 3956.6 g | 3954.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.8 mm | 94.8 mm | 94.9 mm | ||||
| 143 mmHg | 125 mmHg | 174 mmHg | ||||
| 23 inHg | 24 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1610.2 cm^3 | 1607.3 cm^3 | 1613.5 cm^3 | 1616.2 cm^3 | 1606.6 cm^3 | 1609.9 cm^3 | |
2.404 | 2.409 | 2.400 | 2.395 | 2.410 | 2.405 | |
7.0 % | 6.8 % | 7.1 % | 7.3 % | 6.7 % | 6.9 % | |
112.7 cm^3 | 109.3 cm^3 | 114.6 cm^3 | 118.0 cm^3 | 107.6 cm^3 | 111.1 cm^3 | |
3950.2 g | 3948.5 g | 3951.9 g | ||||
3961.5 g | 3959.4 g | 3963.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.2 cm^3 | 84.6 cm^3 | 83.0 cm^3 | ||||
76 % | 77 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17014 N | 18091 N | 17668 N | 18522 N | 18647 N | 18647 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
34 | 25 | 28 | 42 | 39 | 46 | |
0 | 0 | 0 | 0 | 0 | 0 | |
762 kPa | 810 kPa | 790 kPa | 828 kPa | 834 kPa | 834 kPa | |
114 psi | 121 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=121 psi, S2=114 psi, TSR=94%
Test was verified on 11/24/2025 ✔