Summary for Test 2025-10-20-38-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | D2 Park Fire DO |
| Location Description | Various Locations |
| QA Service Level | 1 (Verified on 10/22/2025) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 10/20/2025 |
| 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 23.6% 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80098 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858149 |
| 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 (%) | 5.3 | 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 | Lime |
Test Details
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DIME Sample ID: 2025-10-20-38
DIME Test ID: 2025-10-20-38-5
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: 2025-11-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/05/2025
| 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 | |
| 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.9 mm | |
| 3840.2 g | 3839.9 g | 3840.2 g | 3840.2 g | 3840.6 g | 3839.4 g | |
| 2246.1 g | 2249.1 g | 2250.3 g | 2251.9 g | 2250.0 g | 2251.5 g | |
| 3869.5 g | 3871.0 g | 3873.2 g | 3873.5 g | 3875.4 g | 3872.3 g | |
| 2.539 | 2.539 | 2.539 | 2.539 | 2.539 | 2.539 | |
| 3924.8 g | 3925.1 g | 3922.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.8 mm | 94.9 mm | 94.8 mm | ||||
| 129 mmHg | 132 mmHg | 129 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.4 cm^3 | 1621.9 cm^3 | 1622.9 cm^3 | 1621.6 cm^3 | 1625.4 cm^3 | 1620.8 cm^3 | |
2.366 | 2.368 | 2.366 | 2.368 | 2.363 | 2.369 | |
6.8 % | 6.7 % | 6.8 % | 6.7 % | 6.9 % | 6.7 % | |
110.4 cm^3 | 108.7 cm^3 | 110.4 cm^3 | 108.6 cm^3 | 112.2 cm^3 | 108.6 cm^3 | |
3917.5 g | 3916.0 g | 3917.5 g | ||||
3928.5 g | 3926.9 g | 3928.5 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
84.6 cm^3 | 85.2 cm^3 | 82.6 cm^3 | ||||
77 % | 78 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20315 N | 19630 N | 19750 N | 21489 N | 21845 N | 21743 N | |
3 | 3 | 3 | 1 | 1 | 1 | |
36 | 31 | 24 | 43 | 47 | 49 | |
0 | 0 | 0 | 0 | 0 | 0 | |
909 kPa | 878 kPa | 884 kPa | 962 kPa | 978 kPa | 972 kPa | |
129 psi | 141 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=141 psi, S2=129 psi, TSR=92%
Test was verified on 11/10/2025 ✔