Summary for Test 2025-07-14-87-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000824 DEA: 021K0204 EFIS: 0224000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-53.5/61.0 |
| Award Date | 02/05/2025 |
| Closeout Date | 11/25/2025 |
| Work Description | PLACE AR CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY IN AND NEAR WEAVERVILLE AND AT AND NEAR DOUGLAS CITY FROM 0.1 MILE WEST OF INDUSTRIAL PARKWAY TO STEEL BRIDGE ROAD |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 07/14/2025 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) |
| 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 | Joe | Last name of sampler or witnessed by | Sturgis |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79959 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 858523 |
| 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 (%) | 5.2 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-14-87
DIME Test ID: 2025-07-14-87-4
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: 2025-07-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/31/2025
| 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 | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3773.2 g | 3774.6 g | 3774.5 g | 3773.6 g | 3773.9 g | 3774.7 g | |
| 2187.0 g | 2189.2 g | 2197.4 g | 2172.6 g | 2197.3 g | 2192.8 g | |
| 3808.2 g | 3813.2 g | 3815.1 g | 3802.4 g | 3813.3 g | 3815.8 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3860.0 g | 3861.7 g | 3859.3 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 182 mmHg | 192 mmHg | 146 mmHg | ||||
| 21 inHg | 28 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.2 cm^3 | 1624.0 cm^3 | 1617.7 cm^3 | 1629.8 cm^3 | 1616.0 cm^3 | 1623.0 cm^3 | |
2.327 | 2.324 | 2.333 | 2.315 | 2.335 | 2.326 | |
7.1 % | 7.2 % | 6.8 % | 7.5 % | 6.7 % | 7.1 % | |
115.1 cm^3 | 116.9 cm^3 | 110.0 cm^3 | 122.2 cm^3 | 108.3 cm^3 | 115.2 cm^3 | |
3853.8 g | 3856.4 g | 3851.5 g | ||||
3865.3 g | 3868.1 g | 3862.5 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.8 cm^3 | 87.1 cm^3 | 84.8 cm^3 | ||||
75 % | 75 % | 77 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
26329 N | 25017 N | 24052 N | 28220 N | 28175 N | 26956 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
21 | 28 | 25 | 30 | 38 | 34 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1177 kPa | 1119 kPa | 1076 kPa | 1261 kPa | 1260 kPa | 1206 kPa | |
163 psi | 180 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=180 psi, S2=163 psi, TSR=91
Test was verified on 7/31/2025 ✔