Summary for Test 2020-03-10-16-6
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 | 03/10/2020 | Sample Unique Key | 16 |
---|---|---|---|
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 | 03/10/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-10/16) |
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 | Telephone number of sampler | ||
Laboratory sample identification | D78338 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001690 |
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 | 3/4 inch | Lot number | Unknown |
Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-10-16
DIME Test ID: 2020-03-10-16-6
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: 2020-03-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/19/2020
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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
3863.8 g | 3864.4 g | 3863.4 g | 3864.2 g | 3863.8 g | 3862.9 g | |
2266.1 g | 2268.0 g | 2262.7 g | 2271.5 g | 2270.6 g | 2259.5 g | |
3889.2 g | 3890.4 g | 3887.3 g | 3890.1 g | 3888.1 g | 3888.6 g | |
2.563 | 2.563 | 2.563 | 2.563 | 2.563 | 2.563 | |
3945.0 g | 3950.0 g | 3948.0 g | ||||
2319.4 g | 2324.8 g | 2319.4 g | ||||
95 mm | 95 mm | 95 mm | ||||
211 mmHg | 206 mmHg | 208 mmHg | ||||
21 inHg | 21 inHg | 21 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1623.1 cm^3 | 1622.4 cm^3 | 1624.6 cm^3 | 1618.6 cm^3 | 1617.5 cm^3 | 1629.1 cm^3 | |
2.381 | 2.382 | 2.378 | 2.387 | 2.389 | 2.371 | |
7.1 % | 7.1 % | 7.2 % | 6.9 % | 6.8 % | 7.5 % | |
115.2 cm^3 | 115.2 cm^3 | 117.0 cm^3 | 111.7 cm^3 | 110.0 cm^3 | 122.2 cm^3 | |
3944.4 g | 3945 g | 3945.3 g | ||||
3956 g | 3956.6 g | 3957 g | ||||
1625.6 cm^3 | 1625.2 cm^3 | 1628.6 cm^3 | ||||
81.2 cm^3 | 85.6 cm^3 | 84.6 cm^3 | ||||
70 % | 74 % | 72 % | ||||
0.2 % | 0.2 % | 0.2 % | ||||
27383 N | 27147 N | 27236 N | 28375 N | 29843 N | 27005 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
39 | 45 | 38 | 65 | 52 | 61 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1223 kPa | 1213 kPa | 1217 kPa | 1269 kPa | 1335 kPa | 1206 kPa | |
177 psi | 184 psi | |||||
0.96 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/26/2020 ✔