Summary for Test 2025-10-21-47-5
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 | 10/21/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 10/22/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch HMA-A PG 58-34 from Albina (K-Falls) |
| 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 | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80102 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 876967 |
| 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 | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-10-21-47
DIME Test ID: 2025-10-21-47-5
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: Colt Sweeny
Date of test: 11/10/2025
| 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 | 94.9 mm | 94.8 mm | 95.0 mm | |
| 3711.7 g | 3712.6 g | 3713.3 g | 3712.0 g | 3712.7 g | 3713.5 g | |
| 2121.6 g | 2126.1 g | 2128.3 g | 2117.7 g | 2124.9 g | 2126.2 g | |
| 3741.2 g | 3744.9 g | 3745.8 g | 3736.6 g | 3741.6 g | 3744.4 g | |
| 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | |
| 3799.2 g | 3800.0 g | 3796.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 160 mmHg | 151 mmHg | 142 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.6 cm^3 | 1618.8 cm^3 | 1617.5 cm^3 | 1618.9 cm^3 | 1616.7 cm^3 | 1618.2 cm^3 | |
2.292 | 2.293 | 2.296 | 2.293 | 2.296 | 2.295 | |
7.1 % | 7.1 % | 6.9 % | 7.1 % | 6.9 % | 7.0 % | |
115.0 cm^3 | 114.9 cm^3 | 111.6 cm^3 | 114.9 cm^3 | 111.6 cm^3 | 113.3 cm^3 | |
3792.2 g | 3793.0 g | 3791.4 g | ||||
3803.7 g | 3804.5 g | 3802.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.5 cm^3 | 87.4 cm^3 | 83.5 cm^3 | ||||
76 % | 76 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16192 N | 17192 N | 16708 N | 17379 N | 18487 N | 18838 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
26 | 19 | 20 | 27 | 34 | 33 | |
0 | 0 | 0 | 0 | 0 | 0 | |
724 kPa | 769 kPa | 746 kPa | 777 kPa | 828 kPa | 842 kPa | |
108 psi | 118 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=118 psi, S2=108 psi, TSR=92%
Test was verified on 11/10/2025 ✔