Summary for Test 2020-04-13-15-6
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
---|---|
DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 04/13/2020 | 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 | 05/14/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4-inch RHMA-G (PG 64-16) with 1.0 Lime, WMA (Water) |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D78382 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897569 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-04-13-15
DIME Test ID: 2020-04-13-15-6
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: 2020-06-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/21/2020
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 | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
3698.7 g | 3697.3 g | 3697.9 g | 3697.4 g | 3697.2 g | 3698.2 g | |
2098.2 g | 2100.1 g | 2108.6 g | 2099.6 g | 2106.0 g | 2105.5 g | |
3718.5 g | 3719.7 g | 3727.7 g | 3721.4 g | 3720.0 g | 3720.2 g | |
2.453 | 2.453 | 2.453 | 2.453 | 2.453 | 2.453 | |
3777.7 g | 3779.4 g | 3785.8 g | ||||
2154.7 g | 2159.8 g | 2164.8 g | ||||
95 mm | 95 mm | 94.9 mm | ||||
193 mmHg | 162 mmHg | 167 mmHg | ||||
22 inHg | 23 inHg | 23 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1620.3 cm^3 | 1619.6 cm^3 | 1619.1 cm^3 | 1621.8 cm^3 | 1614.0 cm^3 | 1614.7 cm^3 | |
2.283 | 2.283 | 2.284 | 2.280 | 2.291 | 2.290 | |
6.9 % | 6.9 % | 6.9 % | 7.1 % | 6.6 % | 6.6 % | |
111.8 cm^3 | 111.8 cm^3 | 111.7 cm^3 | 115.1 cm^3 | 106.5 cm^3 | 106.6 cm^3 | |
3777 g | 3775.6 g | 3776.1 g | ||||
3788.1 g | 3786.7 g | 3787.3 g | ||||
1623.0 cm^3 | 1619.6 cm^3 | 1621.0 cm^3 | ||||
79 cm^3 | 82.1 cm^3 | 87.9 cm^3 | ||||
71 % | 73 % | 79 % | ||||
0.2 % | 0 % | 0.1 % | ||||
16000 N | 16619 N | 16396 N | 17704 N | 17753 N | 18113 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
37 | 39 | 41 | 71 | 72 | 66 | |
0 | 0 | 0 | 0 | 0 | 0 | |
715 kPa | 742 kPa | 733 kPa | 793 kPa | 795 kPa | 811 kPa | |
106 psi | 116 psi | |||||
0.91 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2020 ✔