Summary for Test 2025-08-04-79-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 08/04/2025 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 08/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) |
| The quantity of what the sample constitutes | 750 Tons | 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 | D79984 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 036705 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3908125 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | Valero (Benicia, CA) | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-08-04-79
DIME Test ID: 2025-08-04-79-5
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: 2025-08-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/26/2025
| 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 | |
| 95.1 mm | 95.0 mm | 95.0 mm | 95.1 mm | 95.0 mm | 95.0 mm | |
| 3836.4 g | 3837.0 g | 3837.4 g | 3835.6 g | 3837.5 g | 3838.1 g | |
| 2215.0 g | 2220.4 g | 2219.0 g | 2212.7 g | 2221.6 g | 2218.6 g | |
| 3856.9 g | 3862.8 g | 3861.7 g | 3856.6 g | 3863.5 g | 3860.9 g | |
| 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | |
| 3916.8 g | 3913.7 g | 3916.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 96.2 mm | 96.0 mm | 95.6 mm | ||||
| 101 mmHg | 102 mmHg | 102 mmHg | ||||
| 25 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1641.9 cm^3 | 1642.4 cm^3 | 1642.7 cm^3 | 1643.9 cm^3 | 1641.9 cm^3 | 1642.3 cm^3 | |
2.337 | 2.336 | 2.336 | 2.333 | 2.337 | 2.337 | |
6.5 % | 6.6 % | 6.6 % | 6.7 % | 6.5 % | 6.5 % | |
106.7 cm^3 | 108.4 cm^3 | 108.4 cm^3 | 110.1 cm^3 | 106.7 cm^3 | 106.7 cm^3 | |
3911.1 g | 3912.9 g | 3913.3 g | ||||
3921.8 g | 3923.7 g | 3924.1 g | ||||
3916.8 cm^3 | 3913.7 cm^3 | 3916.7 cm^3 | ||||
80.4 cm^3 | 76.7 cm^3 | 79.3 cm^3 | ||||
75 % | 71 % | 73 % | ||||
138.6 % | 138.3 % | 138.4 % | ||||
14354 N | 15832 N | 15742 N | 17544 N | 20711 N | 20199 N | |
3 | 3 | 3 | 0 | 0 | 0 | |
25 | 32 | 34 | 75 | 65 | 90 | |
0 | 0 | 0 | 0 | 0 | 0 | |
633 kPa | 700 kPa | 699 kPa | 783 kPa | 925 kPa | 902 kPa | |
98 psi | 126 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=126 psi, S2=98 psi, TSR=78%
Test was verified on 8/27/2025 ✔