Summary for Test 2019-05-29-31-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 |
---|---|
DIST-CO-RTE-PM | 02-SIS-89-28.0/34.0 |
Award Date | 01/22/2019 |
Closeout Date | 08/13/2021 |
Work Description | PAVEMENT OVERLAY. |
Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/29/2019 | Sample Unique Key | 31 |
---|---|---|---|
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 | 05/29/2019 |
Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77895 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 991041 |
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 | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-29-31
DIME Test ID: 2019-05-29-31-5
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: 2019-07-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/06/2019
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 | 94.9 mm | 94.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
3796.4 g | 3799.2 g | 3800.2 g | 3799.6 g | 3800.8 g | 3798.7 g | |
2199.1 g | 2204.8 g | 2206.5 g | 2197.8 g | 2203.9 g | 2205.9 g | |
3824.1 g | 3824.8 g | 3830.9 g | 3826.9 g | 3829.1 g | 3825.3 g | |
2.515 | 2.515 | 2.515 | 2.515 | 2.515 | 2.515 | |
3883.5 g | 3881.2 g | 3886.5 g | ||||
2259.3 g | 2262.0 g | 2260.1 g | ||||
94.9 mm | 94.9 mm | 94.9 mm | ||||
193 mmHg | 170 mmHg | 192 mmHg | ||||
13 inHg | 14 inHg | 14 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1625.0 cm^3 | 1620.0 cm^3 | 1624.4 cm^3 | 1629.1 cm^3 | 1625.2 cm^3 | 1619.4 cm^3 | |
2.336 | 2.345 | 2.339 | 2.332 | 2.339 | 2.346 | |
7.1 % | 6.8 % | 7.0 % | 7.3 % | 7.0 % | 6.7 % | |
115.4 cm^3 | 110.2 cm^3 | 113.7 cm^3 | 118.9 cm^3 | 113.8 cm^3 | 108.5 cm^3 | |
3877.2 g | 3876.3 g | 3879.8 g | ||||
3888.7 g | 3887.4 g | 3891.2 g | ||||
1624.2 cm^3 | 1619.2 cm^3 | 1626.4 cm^3 | ||||
87.1 cm^3 | 82 cm^3 | 86.3 cm^3 | ||||
75 % | 74 % | 76 % | ||||
0 % | 0 % | 0.1 % | ||||
16823 N | 17406 N | 17295 N | 18300 N | 19323 N | 19096 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 14 | 14 | 12 | 14 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
752 kPa | 778 kPa | 773 kPa | 818 kPa | 864 kPa | 854 kPa | |
111 psi | 123 psi | |||||
0.9 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2019 ✔