Summary for Test 2020-04-15-21-6
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 | 04/15/2020 | Sample Unique Key | 21 |
---|---|---|---|
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 | 04/15/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4-inch RHMA-G (PG 64-16 CR) 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 | D78387 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897573 |
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: 2020-04-15-21
DIME Test ID: 2020-04-15-21-6
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: 2020-06-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/28/2020
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 | 94.7 mm | 94.7 mm | 94.9 mm | 94.8 mm | 94.7 mm | |
3700.0 g | 3700.2 g | 3700.5 g | 3699.0 g | 3700.1 g | 3700.7 g | |
2109.3 g | 2106.2 g | 2110.9 g | 2105.5 g | 2116.2 g | 2110.2 g | |
3728.1 g | 3722.9 g | 3726.6 g | 3725.1 g | 3725.3 g | 3729.0 g | |
2.459 | 2.459 | 2.459 | 2.459 | 2.459 | 2.459 | |
3782.9 g | 3788.5 g | 3788.4 g | ||||
2159.6 g | 2169.2 g | 2170.6 g | ||||
94.9 mm | 94.8 mm | 94.8 mm | ||||
217 mmHg | 154 mmHg | 194 mmHg | ||||
21 inHg | 23 inHg | 22 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1618.8 cm^3 | 1616.7 cm^3 | 1615.7 cm^3 | 1619.6 cm^3 | 1609.1 cm^3 | 1618.8 cm^3 | |
2.286 | 2.289 | 2.290 | 2.284 | 2.299 | 2.286 | |
7.0 % | 6.9 % | 6.9 % | 7.1 % | 6.5 % | 7.0 % | |
113.3 cm^3 | 111.6 cm^3 | 111.5 cm^3 | 115.0 cm^3 | 104.6 cm^3 | 113.3 cm^3 | |
3779.3 g | 3778.3 g | 3778.6 g | ||||
3790.6 g | 3789.5 g | 3789.7 g | ||||
1623.3 cm^3 | 1619.3 cm^3 | 1617.8 cm^3 | ||||
82.9 cm^3 | 88.3 cm^3 | 87.9 cm^3 | ||||
73 % | 79 % | 79 % | ||||
0.3 % | 0.2 % | 0.1 % | ||||
17375 N | 17237 N | 17841 N | 18425 N | 18963 N | 19292 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
74 | 57 | 61 | 74 | 65 | 70 | |
0 | 0 | 0 | 0 | 0 | 0 | |
777 kPa | 772 kPa | 799 kPa | 824 kPa | 849 kPa | 865 kPa | |
113 psi | 123 psi | |||||
0.92 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2020 ✔