Summary for Test 2025-12-11-33-5
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 | 12/11/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 12/12/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 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 | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80131 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 87675 |
| 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 (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-12-11-33
DIME Test ID: 2025-12-11-33-5
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: 2025-12-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 12/31/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3892.3 g | 3893.3 g | 3893.7 g | 3892.2 g | 3893.9 g | 3894.2 g | |
| 2297.9 g | 2307.7 g | 2309.6 g | 2304.0 g | 2300.7 g | 2316.6 g | |
| 3915.4 g | 3921.9 g | 3920.0 g | 3914.3 g | 3919.2 g | 3926.5 g | |
| 2.596 | 2.596 | 2.596 | 2.596 | 2.596 | 2.596 | |
| 3976.0 g | 3982.0 g | 3975.0 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 173 mmHg | 159 mmHg | 131 mmHg | ||||
| 22 inHg | 22 inHg | 23 inHg | ||||
| 85 minutes | 5 minutes | 5 minutes | ||||
1617.5 cm^3 | 1614.2 cm^3 | 1610.4 cm^3 | 1610.3 cm^3 | 1618.5 cm^3 | 1609.9 cm^3 | |
2.406 | 2.412 | 2.418 | 2.417 | 2.406 | 2.419 | |
7.3 % | 7.1 % | 6.9 % | 6.9 % | 7.3 % | 6.8 % | |
118.1 cm^3 | 114.6 cm^3 | 111.1 cm^3 | 111.1 cm^3 | 118.2 cm^3 | 109.5 cm^3 | |
3975.0 g | 3973.5 g | 3971.5 g | ||||
3986.8 g | 3985.0 g | 3982.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.7 cm^3 | 88.7 cm^3 | 81.3 cm^3 | ||||
71 % | 77 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20788 N | 22576 N | 23594 N | 24074 N | 23405 N | 24268 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
17 | 24 | 29 | 40 | 36 | 45 | |
0 | 0 | 0 | 0 | 0 | 0 | |
930 kPa | 1010 kPa | 1055 kPa | 1077 kPa | 1047 kPa | 1085 kPa | |
145 psi | 155 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=155 psi, S2=145 psi, TSR=93%
Test was verified on 12/31/2025 ✔