Summary for Test 2023-07-24-113-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
| Award Date | 01/04/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/24/2023 | Sample Unique Key | 113 |
|---|---|---|---|
| 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 | 07/18/2023 |
| 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) with 25.0% RAP Aggregate and virgin PG 58-34 M from Albina (Klamath Falls, OR) |
| 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 | Dawn | Last name of sampler or witnessed by | Sloaterman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79303 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858037 |
| 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 | JMF3513 2023 14 |
Test Details
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DIME Sample ID: 2023-07-24-113
DIME Test ID: 2023-07-24-113-6
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: 2023-12-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Murphy
Date of test: 08/16/2023
| 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 | |
| 95.3 mm | 95.0 mm | 95.1 mm | 95.7 mm | 95.2 mm | 95.0 mm | |
| 3733.4 g | 3732.5 g | 3734.7 g | 3732.7 g | 3735.8 g | 3733.3 g | |
| 2103.9 g | 2126.2 g | 2121.4 g | 2107.2 g | 2127.4 g | 2124.6 g | |
| 3746.6 g | 3752.6 g | 3748.5 g | 3749.2 g | 3756.5 g | 3750.3 g | |
| 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | 2.457 | |
| 3829.0 g | 3814.3 g | 3819.7 g | ||||
| 2186.3 g | 2187.9 g | 2191.8 g | ||||
| 95.3 mm | 95.1 mm | 95 mm | ||||
| 163 mmHg | 156 mmHg | 187 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1642.7 cm^3 | 1626.4 cm^3 | 1627.1 cm^3 | 1642.0 cm^3 | 1629.1 cm^3 | 1625.7 cm^3 | |
2.273 | 2.295 | 2.295 | 2.273 | 2.293 | 2.296 | |
7.5 % | 6.6 % | 6.6 % | 7.5 % | 6.7 % | 6.6 % | |
123.2 cm^3 | 107.3 cm^3 | 107.4 cm^3 | 123.2 cm^3 | 109.1 cm^3 | 107.3 cm^3 | |
3819.6 g | 3807.6 g | 3809.9 g | ||||
3832 g | 3818.3 g | 3820.6 g | ||||
1642.7 cm^3 | 1626.4 cm^3 | 1627.9 cm^3 | ||||
95.6 cm^3 | 81.8 cm^3 | 85 cm^3 | ||||
78 % | 76 % | 79 % | ||||
0 % | 0 % | 0 % | ||||
14101 N | 14830 N | 14964 N | 14750 N | 17344 N | 18522 N | |
1 | 0 | 0 | 0 | 0 | 0 | |
10 | 8 | 9 | 6 | 9 | 9 | |
0 | 1 | 0 | 0 | 0 | 0 | |
628 kPa | 662 kPa | 669 kPa | 654 kPa | 773 kPa | 827 kPa | |
95 psi | 109 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=109, S2=95, TSR=87%
Test was verified on 12/18/2023 ✔