Summary for Test 2025-10-22-52-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 10/28/2025 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 ) with 25.0 RAP and virgin PG 58-34 from Albina – Klamath Falls |
| The quantity of what the sample constitutes | 30000 Ton Milestone | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80112 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 875615 |
| 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 (%) | 6.2 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-10-22-52
DIME Test ID: 2025-10-22-52-5
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: 2025-11-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/13/2025
| 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 | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3668.1 g | 3668.2 g | 3668.6 g | 3667.7 g | 3668.1 g | 3668.4 g | |
| 2093.5 g | 2094.7 g | 2094.6 g | 2097.4 g | 2091.7 g | 2095.0 g | |
| 3702.6 g | 3705.2 g | 3704.4 g | 3707.5 g | 3701.4 g | 3702.7 g | |
| 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | |
| 3759.1 g | 3758.1 g | 3756.9 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 190 mmHg | 213 mmHg | 197 mmHg | ||||
| 22 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.1 cm^3 | 1610.5 cm^3 | 1609.8 cm^3 | 1610.1 cm^3 | 1609.7 cm^3 | 1607.7 cm^3 | |
2.280 | 2.278 | 2.279 | 2.278 | 2.279 | 2.282 | |
7.2 % | 7.3 % | 7.2 % | 7.3 % | 7.2 % | 7.1 % | |
115.9 cm^3 | 117.6 cm^3 | 115.9 cm^3 | 117.5 cm^3 | 115.9 cm^3 | 114.1 cm^3 | |
3749.2 g | 3750.5 g | 3749.7 g | ||||
3760.8 g | 3762.3 g | 3761.3 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
91.0 cm^3 | 89.9 cm^3 | 88.3 cm^3 | ||||
79 % | 76 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18260 N | 18420 N | 18224 N | 20560 N | 21111 N | 20306 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
30 | 40 | 40 | 39 | 49 | 46 | |
0 | 0 | 0 | 0 | 0 | 0 | |
817 kPa | 824 kPa | 814 kPa | 919 kPa | 944 kPa | 908 kPa | |
119 psi | 134 psi | |||||
0.89 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=134 psi, S2=119 psi, TSR=89%
Test was verified on 11/13/2025 ✔