Summary for Test 2025-07-07-84-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | 05/04/2026 |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 07/07/2025 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/10/2025 | Sample type | Verification |
| A brief description of the sample | JMFV | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | TET |
| Telephone number of sampler | 6199366795 | Laboratory sample identification | 25-087-07-84-JMFV |
| Linked DIME Sample ID | 2025-07-07-85 | The fabricator/manufacturer/facility name | Sierra Pacific - Avenal |
| Transportation Laboratory (TL) Number | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 39AC34GGLM SPM SJR | |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | Dry Lime |
Test Details
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DIME Sample ID: 2025-07-07-84
DIME Test ID: 2025-07-07-84-5
Testing Lab: CT D11 - District 11 Materials 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: 2025-09-19
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 09/19/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | |
| 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | |
| 3643.5 g | 3640.2 g | 3642.3 g | 3639.8 g | 3640.9 g | 3644.3 g | |
| 1983.4 g | 1984.7 g | 1987.8 g | 1983.0 g | 1988.1 g | 1982.8 g | |
| 3657.1 g | 3657.5 g | 3659.4 g | 3655.4 g | 3657.4 g | 3657.1 g | |
| 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | 2.399 | |
| 3724.4 g | 3722.2 g | 3721.9 g | ||||
| 5.9 in | 5.9 in | 5.9 in | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1673.7 cm^3 | 1672.8 cm^3 | 1671.6 cm^3 | 1672.4 cm^3 | 1669.3 cm^3 | 1674.3 cm^3 | |
2.177 | 2.176 | 2.179 | 2.176 | 2.181 | 2.177 | |
9.3 % | 9.3 % | 9.2 % | 9.3 % | 9.1 % | 9.3 % | |
155.7 cm^3 | 155.6 cm^3 | 153.8 cm^3 | 155.5 cm^3 | 151.9 cm^3 | 155.7 cm^3 | |
3752.5 g | 3749.1 g | 3750.0 g | ||||
3768.1 g | 3764.7 g | 3765.3 g | ||||
1741.0 cm^3 | 1737.5 cm^3 | 1734.1 cm^3 | ||||
80.9 cm^3 | 82.0 cm^3 | 79.6 cm^3 | ||||
52 % | 53 % | 52 % | ||||
2767 lbf | 2619 lbf | 2771 lbf | 8670 lbf | 8157 lbf | 8368 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
3 | 3 | 3 | 3 | 3 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
81 psi | 76 psi | 81 psi | 253 psi | 238 psi | 244 psi | |
79 psi | 245 psi | |||||
0.32 | ||||||
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 9/19/2025 ✔