Summary for Test 2019-05-29-26-4
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 | 26 |
---|---|---|---|
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 64-16) |
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 | D77898 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991045 |
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: 2019-05-29-26
DIME Test ID: 2019-05-29-26-4
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: 2019-07-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 06/04/2019
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 | 95.0 mm | 95.0 mm | 94.9 mm | |
3808.3 g | 3809.0 g | 3808.8 g | 3808.6 g | 3808.1 g | 3808.4 g | |
2205.1 g | 2203.4 g | 2205.7 g | 2197.5 g | 2209.0 g | 2204.2 g | |
3828.5 g | 3828.3 g | 3832.8 g | 3829.4 g | 3828.6 g | 3829.2 g | |
2.516 | 2.516 | 2.516 | 2.516 | 2.516 | 2.516 | |
3893.5 g | 3894.8 g | 3888.8 g | ||||
2268.2 g | 2270.7 g | 2262.5 g | ||||
94.9 mm | 95 mm | 95 mm | ||||
164 mmHg | 176 mmHg | 202 mmHg | ||||
22 inHg | 22 inHg | 21 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1623.4 cm^3 | 1624.9 cm^3 | 1627.1 cm^3 | 1631.9 cm^3 | 1619.6 cm^3 | 1625.0 cm^3 | |
2.346 | 2.344 | 2.341 | 2.334 | 2.351 | 2.344 | |
6.8 % | 6.8 % | 7.0 % | 7.2 % | 6.6 % | 6.8 % | |
110.4 cm^3 | 110.5 cm^3 | 113.9 cm^3 | 117.5 cm^3 | 106.9 cm^3 | 110.5 cm^3 | |
3885.6 g | 3886.4 g | 3888.5 g | ||||
3896.6 g | 3897.4 g | 3899.9 g | ||||
1625.3 cm^3 | 1624.1 cm^3 | 1626.3 cm^3 | ||||
85.2 cm^3 | 85.8 cm^3 | 80 cm^3 | ||||
77 % | 78 % | 70 % | ||||
0.1 % | 0 % | 0 % | ||||
18505 N | 18745 N | 18905 N | 21383 N | 20844 N | 21774 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 12 | 14 | 12 | 15 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
828 kPa | 837 kPa | 845 kPa | 955 kPa | 931 kPa | 974 kPa | |
121 psi | 138 psi | |||||
0.88 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2019 ✔