Summary for Test 2021-06-02-15-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia | The quantity of what the sample constitutes | PSE 16 boxs |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Randy |
| Last name of sampler or witnessed by | . | Title of sampler | CGI |
| Telephone number of sampler | Laboratory sample identification | D78818 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 858981 | 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 | 3/8 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: 2021-06-02-15
DIME Test ID: 2021-06-02-15-4
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: 2021-08-20
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/09/2021
| 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 | |
| 95.1 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3842.3 g | 3845.6 g | 3845.7 g | 3845.5 g | 3844.4 g | 3843.8 g | |
| 2214.6 g | 2214.7 g | 2217.4 g | 2213.5 g | 2216.2 g | 2219.7 g | |
| 3852.2 g | 3853.2 g | 3857.0 g | 3854.9 g | 3853.4 g | 3856.5 g | |
| 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | |
| 3918.3 g | 3923.7 g | 3924.9 g | ||||
| 95.2 mm | 95.0 mm | 95.1 mm | ||||
| 127 mmHg | 127 mmHg | 161 mmHg | ||||
| 24 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1637.6 cm^3 | 1638.5 cm^3 | 1639.6 cm^3 | 1641.4 cm^3 | 1637.2 cm^3 | 1636.8 cm^3 | |
2.346 | 2.347 | 2.346 | 2.343 | 2.348 | 2.348 | |
6.6 % | 6.5 % | 6.6 % | 6.7 % | 6.5 % | 6.5 % | |
108.1 cm^3 | 106.5 cm^3 | 108.2 cm^3 | 110.0 cm^3 | 106.4 cm^3 | 106.4 cm^3 | |
3918.0 g | 3920.2 g | 3921.4 g | ||||
3928.8 g | 3930.8 g | 3932.3 g | ||||
1636.8 cm^3 | 1637.7 cm^3 | 1638.8 cm^3 | ||||
76.0 cm^3 | 78.1 cm^3 | 79.2 cm^3 | ||||
70 % | 73 % | 73 % | ||||
18567 N | 18780 N | 19096 N | 19950 N | 20858 N | 20455 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
8 | 7 | 10 | 31 | 34 | 29 | |
0 | 0 | 0 | 0 | 0 | 0 | |
828 kPa | 839 kPa | 852 kPa | 891 kPa | 932 kPa | 914 kPa | |
122 psi | 132 psi | |||||
0.92 | ||||||
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Test was verified on 8/20/2021 ✔