Summary for Test 2025-09-03-66-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-0.74/11.0 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC. |
| Location Description | LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 09/03/2025 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 09/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 binder from Albina (K-Falls) |
| The quantity of what the sample constitutes | 750 Tons | 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 | D80033 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 876951 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2025-09-03-66
DIME Test ID: 2025-09-03-66-5
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: 2025-09-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 09/19/2025
| 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 | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3710.9 g | 3712.1 g | 3712.4 g | 3709.9 g | 3709.8 g | 3711.1 g | |
| 2129.6 g | 2125.0 g | 2127.1 g | 2127.5 g | 2126.1 g | 2131.2 g | |
| 3742.6 g | 3739.7 g | 3741.3 g | 3737.4 g | 3741.5 g | 3744.6 g | |
| 2.469 | 2.469 | 2.469 | 2.469 | 2.469 | 2.469 | |
| 3792.5 g | 3792.0 g | 3795.4 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 95.0 mm | ||||
| 140 mmHg | 140 mmHg | 140 mmHg | ||||
| 23 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.0 cm^3 | 1614.7 cm^3 | 1614.2 cm^3 | 1609.9 cm^3 | 1615.4 cm^3 | 1613.4 cm^3 | |
2.301 | 2.299 | 2.300 | 2.304 | 2.297 | 2.300 | |
6.8 % | 6.9 % | 6.8 % | 6.7 % | 7.0 % | 6.8 % | |
109.7 cm^3 | 111.4 cm^3 | 109.8 cm^3 | 107.9 cm^3 | 113.1 cm^3 | 109.7 cm^3 | |
3787.7 g | 3790.1 g | 3789.3 g | ||||
3798.7 g | 3801.2 g | 3800.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.6 cm^3 | 79.9 cm^3 | 83.0 cm^3 | ||||
74 % | 72 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19830 N | 20155 N | 20893 N | 19003 N | 19070 N | 19336 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
11 | 12 | 16 | 28 | 21 | 30 | |
0 | 0 | 0 | 0 | 0 | 0 | |
887 kPa | 900 kPa | 933 kPa | 849 kPa | 852 kPa | 865 kPa | |
131 psi | 124 psi | |||||
1.06 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=132 psi, S2=124 psi, TSR=94%
Test was verified on 9/22/2025 ✔