Summary for Test 2025-09-18-59-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-0.0/5.0 |
| Award Date | 05/30/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189 |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 09/18/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 09/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | D80044 | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA) | Transportation Laboratory (TL) Number | 854560 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3932605 |
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 (%) | 6.3 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-09-18-59
DIME Test ID: 2025-09-18-59-5
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: 2025-10-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/01/2025
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3651.8 g | 3652.3 g | 3652.7 g | 3652.2 g | 3652.8 g | 3652.6 g | |
| 2046.2 g | 2047.5 g | 2054.5 g | 2038.4 g | 2055.3 g | 2059.0 g | |
| 3672.9 g | 3674.8 g | 3681.0 g | 3673.5 g | 3679.6 g | 3683.1 g | |
| 2.409 | 2.409 | 2.409 | 2.409 | 2.409 | 2.409 | |
| 3737.1 g | 3738.1 g | 3738.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.1 mm | 95.0 mm | ||||
| 121 mmHg | 116 mmHg | 116 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.7 cm^3 | 1627.3 cm^3 | 1626.5 cm^3 | 1635.1 cm^3 | 1624.3 cm^3 | 1624.1 cm^3 | |
2.245 | 2.244 | 2.246 | 2.234 | 2.249 | 2.249 | |
6.8 % | 6.8 % | 6.8 % | 7.3 % | 6.6 % | 6.6 % | |
110.6 cm^3 | 110.7 cm^3 | 110.6 cm^3 | 119.4 cm^3 | 107.2 cm^3 | 107.2 cm^3 | |
3729.2 g | 3729.8 g | 3730.1 g | ||||
3740.3 g | 3740.9 g | 3741.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.3 cm^3 | 85.8 cm^3 | 86.0 cm^3 | ||||
77 % | 78 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19434 N | 19803 N | 20035 N | 21134 N | 22641 N | 23171 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
18 | 22 | 16 | 27 | 33 | 35 | |
0 | 0 | 0 | 0 | 0 | 0 | |
868 kPa | 884 kPa | 895 kPa | 944 kPa | 1013 kPa | 1035 kPa | |
128 psi | 145 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=145 psi, S2=128 psi, TSR=88%
Test was verified on 10/10/2025 ✔