Summary for Test 2019-01-29-14-5
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 | 01/29/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 02/01/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-10/16) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77789 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 736644 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | 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: 2019-01-29-14
DIME Test ID: 2019-01-29-14-5
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: 2019-02-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Hickey and D. Valasek
Date of test: 02/12/2019
| 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 | 95.0 mm | 94.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3937.5 g | 3936.8 g | 3936.9 g | 3936.0 g | 3936.3 g | 3937.7 g | |
| 2336.6 g | 2327.2 g | 2336.4 g | 2331.6 g | 2335.9 g | 2344.6 g | |
| 3958.4 g | 3956.7 g | 3960.0 g | 3956.0 g | 3962.5 g | 3961.1 g | |
| 2.609 | 2.609 | 2.609 | 2.609 | 2.609 | 2.609 | |
| 4017.9 g | 4021.9 g | 4020.2 g | ||||
| 2389.3 g | 2387.7 g | 2391.6 g | ||||
| 94.9 mm | 95.1 mm | 95.0 mm | ||||
| 187 mmHg | 156 mmHg | 153 mmHg | ||||
| 22 inHg | 23 inHg | 23 inHg | ||||
| 8 minutes | 6 minutes | 6 minutes | ||||
1621.8 cm^3 | 1629.5 cm^3 | 1623.6 cm^3 | 1624.4 cm^3 | 1626.6 cm^3 | 1616.5 cm^3 | |
2.428 | 2.416 | 2.425 | 2.423 | 2.420 | 2.436 | |
6.9 % | 7.4 % | 7.1 % | 7.1 % | 7.2 % | 6.6 % | |
111.9 cm^3 | 120.6 cm^3 | 115.3 cm^3 | 115.3 cm^3 | 117.1 cm^3 | 106.7 cm^3 | |
4015.8 g | 4021.2 g | 4017.6 g | ||||
4027.0 g | 4033.3 g | 4029.1 g | ||||
1628.6 cm^3 | 1634.2 cm^3 | 1628.6 cm^3 | ||||
80.4 cm^3 | 85.1 cm^3 | 83.3 cm^3 | ||||
72 % | 71 % | 72 % | ||||
0.4 % | 0.3 % | 0.3 % | ||||
19919 N | 20631 N | 21472 N | 25537 N | 25199 N | 25382 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 15 | 19 | 17 | 20 | 16 | |
0 | 0 | 0 | 0 | 0 | 0 | |
891 kPa | 921 kPa | 959 kPa | 1141 kPa | 1127 kPa | 1135 kPa | |
134 psi | 164 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2019 ✔