Summary for Test 2022-07-11-74-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-56.5/R61.1 |
| Award Date | 02/02/2022 |
| Closeout Date | 11/23/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA. |
| Location Description | LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36 |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 07/14/2022 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Albina Klamath 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 | CGI | Last name of sampler or witnessed by | . |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79088 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 896423 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-11-74
DIME Test ID: 2022-07-11-74-5
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: 2022-08-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/27/2022
| 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 | |
| 95.1 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3769.6 g | 3767.9 g | 3770.5 g | 3771.1 g | 3770.0 g | 3769.7 g | |
| 2159.3 g | 2158.9 g | 2158.2 g | 2158.7 g | 2158.8 g | 2160.4 g | |
| 3783.9 g | 3781.9 g | 3783.5 g | 3786.6 g | 3782.2 g | 3783.0 g | |
| 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | |
| 3855.4 g | 3848.3 g | 3853.3 g | ||||
| 2231.5 g | 2226.1 g | 2228.8 g | ||||
| 95.2 mm | 95.1 mm | 95 mm | ||||
| 113 mmHg | 113 mmHg | 114 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.6 cm^3 | 1623.0 cm^3 | 1625.3 cm^3 | 1627.9 cm^3 | 1623.4 cm^3 | 1622.6 cm^3 | |
2.320 | 2.322 | 2.320 | 2.317 | 2.322 | 2.323 | |
7.1 % | 7.0 % | 7.1 % | 7.2 % | 7.0 % | 7.0 % | |
115.3 cm^3 | 113.6 cm^3 | 115.4 cm^3 | 117.2 cm^3 | 113.6 cm^3 | 113.6 cm^3 | |
3850.3 g | 3847.4 g | 3851.3 g | ||||
3861.8 g | 3858.8 g | 3862.8 g | ||||
1623.9 cm^3 | 1622.2 cm^3 | 1624.5 cm^3 | ||||
85.8 cm^3 | 80.4 cm^3 | 82.8 cm^3 | ||||
74 % | 71 % | 72 % | ||||
0 % | 0 % | 0 % | ||||
13999 N | 15088 N | 15128 N | 16307 N | 14701 N | 15778 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 17 | 15 | 21 | 22 | 18 | |
0 | 1 | 0 | 0 | 0 | 0 | |
624 kPa | 673 kPa | 676 kPa | 729 kPa | 657 kPa | 705 kPa | |
95 psi | 101 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2022 ✔