Summary for Test 2025-08-27-73-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R30.5/R31.0 |
| Award Date | 07/02/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 08/27/2025 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 08/27/2025 |
| Sample type | Acceptance | 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 from Valero (Benicia, CA) |
| The quantity of what the sample constitutes | 100 | 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 | D80021 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 866074 |
| 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 | Lime |
Test Details
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DIME Sample ID: 2025-08-27-73
DIME Test ID: 2025-08-27-73-5
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: 2025-09-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/11/2025
| 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 | 94.8 mm | 94.8 mm | 94.9 mm | 94.8 mm | |
| 3828.5 g | 3828.1 g | 3829.5 g | 3828.7 g | 3828.9 g | 3827.6 g | |
| 2259.4 g | 2258.1 g | 2267.6 g | 2254.1 g | 2257.8 g | 2263.7 g | |
| 3864.9 g | 3861.5 g | 3871.7 g | 3860.1 g | 3861.6 g | 3866.9 g | |
| 2.554 | 2.554 | 2.554 | 2.554 | 2.554 | 2.554 | |
| 3908.4 g | 3906.9 g | 3908.0 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 100 mmHg | 106 mmHg | 100 mmHg | ||||
| 25 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1605.5 cm^3 | 1603.4 cm^3 | 1604.1 cm^3 | 1606.0 cm^3 | 1603.8 cm^3 | 1603.2 cm^3 | |
2.385 | 2.387 | 2.387 | 2.384 | 2.387 | 2.387 | |
6.6 % | 6.5 % | 6.5 % | 6.7 % | 6.5 % | 6.5 % | |
106.0 cm^3 | 104.2 cm^3 | 104.3 cm^3 | 107.6 cm^3 | 104.2 cm^3 | 104.2 cm^3 | |
3902.7 g | 3901.0 g | 3902.5 g | ||||
3913.3 g | 3911.5 g | 3912.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
79.9 cm^3 | 78.8 cm^3 | 78.5 cm^3 | ||||
75 % | 76 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
22188 N | 23589 N | 23157 N | 24777 N | 25613 N | 24020 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
25 | 25 | 25 | 38 | 33 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
992 kPa | 1055 kPa | 1037 kPa | 1109 kPa | 1145 kPa | 1075 kPa | |
149 psi | 161 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=161 psi, S2=149 psi, TSR=93%
Test was verified on 9/15/2025 ✔