Summary for Test 2020-03-19-12-6
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 | 03/19/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 03/20/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-10) |
| The quantity of what the sample constitutes | JMF Renewal | 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 | D78359 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001696 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2020-03-19-12
DIME Test ID: 2020-03-19-12-6
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: 2020-04-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/27/2020
| 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 | 94.9 mm | |
| 3852.3 g | 3852.2 g | 3852.6 g | 3851.9 g | 3851.4 g | 3852.1 g | |
| 2252.0 g | 2253.7 g | 2254.7 g | 2250.6 g | 2248.1 g | 2254.8 g | |
| 3876.3 g | 3878.4 g | 3876.3 g | 3875.4 g | 3870.9 g | 3874.6 g | |
| 2.557 | 2.557 | 2.557 | 2.557 | 2.557 | 2.557 | |
| 3938.2 g | 3937.8 g | 3933.4 g | ||||
| 2314.0 g | 2309.6 g | 2308.2 g | ||||
| 94.9 mm | 95.0 mm | 94.9 mm | ||||
| 188 mmHg | 184 mmHg | 187 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.3 cm^3 | 1624.7 cm^3 | 1621.6 cm^3 | 1624.8 cm^3 | 1622.8 cm^3 | 1619.8 cm^3 | |
2.372 | 2.371 | 2.376 | 2.371 | 2.373 | 2.378 | |
7.2 % | 7.3 % | 7.1 % | 7.3 % | 7.2 % | 7.0 % | |
116.9 cm^3 | 118.6 cm^3 | 115.1 cm^3 | 118.6 cm^3 | 116.8 cm^3 | 113.4 cm^3 | |
3934.1 g | 3935.2 g | 3933.2 g | ||||
3945.8 g | 3947.1 g | 3944.7 g | ||||
1624.2 cm^3 | 1628.2 cm^3 | 1625.2 cm^3 | ||||
85.9 cm^3 | 85.6 cm^3 | 80.8 cm^3 | ||||
73 % | 72 % | 70 % | ||||
0.0 % | 0.2 % | 0.2 % | ||||
20497 N | 19728 N | 21387 N | 25373 N | 24487 N | 25132 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
25 | 20 | 26 | 40 | 35 | 39 | |
0 | 0 | 0 | 0 | 0 | 0 | |
917 kPa | 881 kPa | 956 kPa | 1135 kPa | 1095 kPa | 1124 kPa | |
133 psi | 162 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2020 ✔