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 |
---|---|---|---|
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 | 06/02/2021 |
Sample type | 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 |
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 |
Test Details
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 | ||||
2281.5 g | 2286.0 g | 2286.1 g | ||||
95.2 mm | 95 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 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 cm^3 | 78.1 cm^3 | 79.2 cm^3 | ||||
70 % | 73 % | 73 % | ||||
0 % | 0 % | 0 % | ||||
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 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2021 ✔