Summary for Test 2021-11-11-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-5.2/5.7 |
| Award Date | 05/14/2021 |
| Closeout Date | 05/02/2022 |
| Work Description | INSTALL LEFT TURN LANE. |
| Location Description | TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 11/11/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 11/13/2021 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder from Valero - Benicia |
| 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 | Mercer Fraser QC | Last name of sampler or witnessed by | Mercer Fraser QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D78976 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer-Fraser - Willow Creek Plant - Willow Creek, CA | Transportation Laboratory (TL) Number | 695660 |
| 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-11-25
DIME Test ID: 2021-11-11-25-5
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: 2021-12-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 12/01/2021
| 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 | 94.9 mm | 95.0 mm | 94.9 mm | 94.8 mm | |
| 3982.5 g | 3982.2 g | 3983.7 g | 3983.1 g | 3982.9 g | 3982.9 g | |
| 2397.0 g | 2385.4 g | 2391.7 g | 2387.0 g | 2398.4 g | 2393.5 g | |
| 4015.4 g | 4008.3 g | 4017.1 g | 4013.7 g | 4015.5 g | 4015.0 g | |
| 2.633 | 2.633 | 2.633 | 2.633 | 2.633 | 2.633 | |
| 4065.0 g | 4065.1 g | 4066.4 g | ||||
| 2444.5 g | 2439.7 g | 2436.6 g | ||||
| 95 mm | 95 mm | 94.9 mm | ||||
| 192 mmHg | 211 mmHg | 214 mmHg | ||||
| 22 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.4 cm^3 | 1622.9 cm^3 | 1625.4 cm^3 | 1626.7 cm^3 | 1617.1 cm^3 | 1621.5 cm^3 | |
2.461 | 2.454 | 2.451 | 2.449 | 2.463 | 2.456 | |
6.5 % | 6.8 % | 6.9 % | 7.0 % | 6.5 % | 6.7 % | |
105.2 cm^3 | 110.4 cm^3 | 112.2 cm^3 | 113.9 cm^3 | 105.1 cm^3 | 108.6 cm^3 | |
4056.1 g | 4059.5 g | 4062.2 g | ||||
4066.7 g | 4070.5 g | 4073.5 g | ||||
1620.5 cm^3 | 1625.4 cm^3 | 1629.8 cm^3 | ||||
82.5 cm^3 | 82.9 cm^3 | 82.7 cm^3 | ||||
78 % | 75 % | 74 % | ||||
0.1 % | 0.2 % | 0.3 % | ||||
14964 N | 16632 N | 16690 N | 19163 N | 19287 N | 18785 N | |
1 | 1 | 0 | 0 | 0 | 0 | |
27 | 30 | 33 | 29 | 32 | 33 | |
1 | 0 | 0 | 0 | 0 | 0 | |
669 kPa | 743 kPa | 746 kPa | 856 kPa | 863 kPa | 841 kPa | |
104 psi | 124 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2021 ✔