Summary for Test 2020-03-09-7-6
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 | 03/09/2020 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/09/2020 |
| Sample type | Department 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 | D78340 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001683 |
| 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: 2020-03-09-7
DIME Test ID: 2020-03-09-7-6
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: 2020-03-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 03/20/2020
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | |
| 3848.9 g | 3849.2 g | 3848.6 g | 3848.4 g | 3849.1 g | 3849.1 g | |
| 2257.9 g | 2252.9 g | 2262.9 g | 2256.7 g | 2268.0 g | 2266.5 g | |
| 3875.0 g | 3874.7 g | 3881.0 g | 3881.2 g | 3888.3 g | 3880.8 g | |
| 2.561 | 2.561 | 2.561 | 2.561 | 2.561 | 2.561 | |
| 3934.6 g | 3935.4 g | 3933.6 g | ||||
| 2312.8 g | 2306.0 g | 2310.5 g | ||||
| 94.9 mm | 95.0 mm | 95.0 mm | ||||
| 185 mmHg | 187 mmHg | 188 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1617.1 cm^3 | 1621.8 cm^3 | 1618.1 cm^3 | 1624.5 cm^3 | 1620.3 cm^3 | 1614.3 cm^3 | |
2.380 | 2.373 | 2.378 | 2.369 | 2.376 | 2.384 | |
7.1 % | 7.3 % | 7.1 % | 7.5 % | 7.2 % | 6.9 % | |
114.8 cm^3 | 118.4 cm^3 | 114.9 cm^3 | 121.8 cm^3 | 116.7 cm^3 | 111.4 cm^3 | |
3929.3 g | 3932.1 g | 3929.0 g | ||||
3940.7 g | 3943.9 g | 3940.5 g | ||||
1621.8 cm^3 | 1629.4 cm^3 | 1623.1 cm^3 | ||||
85.7 cm^3 | 86.2 cm^3 | 85.0 cm^3 | ||||
75 % | 73 % | 74 % | ||||
0.3 % | 0.5 % | 0.3 % | ||||
27646 N | 28816 N | 28442 N | 29229 N | 28117 N | 30341 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
40 | 40 | 38 | 53 | 47 | 56 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1236 kPa | 1287 kPa | 1271 kPa | 1307 kPa | 1256 kPa | 1357 kPa | |
183 psi | 189 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/24/2020 ✔