Summary for Test 2021-10-14-50-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/14/2021 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/14/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 Inch HMA-A 23.6 RAP PG58-34M Valero | The quantity of what the sample constitutes | 16 Boxes for PSE |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Unknown |
| Telephone number of sampler | Laboratory sample identification | D78958 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 853082 | 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 | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2021-10-14-50
DIME Test ID: 2021-10-14-50-5
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: 2021-10-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/21/2021
| 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 | |
| 94.6 mm | 94.8 mm | 94.7 mm | 94.8 mm | 94.7 mm | 94.7 mm | |
| 3877.2 g | 3876.2 g | 3876.8 g | 3875.4 g | 3875.6 g | 3876.7 g | |
| 2298.7 g | 2285.4 g | 2296.0 g | 2290.4 g | 2282.7 g | 2293.1 g | |
| 3912.7 g | 3908.0 g | 3915.5 g | 3910.9 g | 3908.2 g | 3915.7 g | |
| 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | |
| 3957.4 g | 3966.4 g | 3967.6 g | ||||
| 94.8 mm | 95.1 mm | 94.9 mm | ||||
| 185 mmHg | 245 mmHg | 208 mmHg | ||||
| 22 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.0 cm^3 | 1622.6 cm^3 | 1619.5 cm^3 | 1620.5 cm^3 | 1625.5 cm^3 | 1622.6 cm^3 | |
2.402 | 2.389 | 2.394 | 2.391 | 2.384 | 2.389 | |
6.8 % | 7.3 % | 7.1 % | 7.2 % | 7.5 % | 7.3 % | |
109.8 cm^3 | 118.4 cm^3 | 115.0 cm^3 | 116.7 cm^3 | 121.9 cm^3 | 118.4 cm^3 | |
3954.1 g | 3959.1 g | 3957.3 g | ||||
3965.0 g | 3970.9 g | 3968.8 g | ||||
1613.2 cm^3 | 1626.3 cm^3 | 1618.7 cm^3 | ||||
80.2 cm^3 | 90.2 cm^3 | 90.8 cm^3 | ||||
73 % | 76 % | 79 % | ||||
21783 N | 21569 N | 21725 N | 21102 N | 20871 N | 21027 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 16 | 17 | 28 | 22 | 25 | |
0 | 0 | 0 | 0 | 0 | 0 | |
975 kPa | 963 kPa | 972 kPa | 945 kPa | 935 kPa | 942 kPa | |
141 psi | 136 psi | |||||
1.04 | ||||||
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Test was verified on 10/28/2021 ✔