Summary for Test 2021-07-15-36-4
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 | 07/15/2021 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 07/15/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A 23.6 RAP PG58-22 Valero |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78904 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 875730 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | 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
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DIME Sample ID: 2021-07-15-36
DIME Test ID: 2021-07-15-36-4
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: 2021-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/28/2021
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 95.1 mm | 95 mm | 95.3 mm | 94.9 mm | 94.9 mm | 95 mm | |
| 3862.1 g | 3861.4 g | 3862.2 g | 3860.7 g | 3862 g | 3861 g | |
| 2275.3 g | 2271.8 g | 2270.3 g | 2267.7 g | 2272.7 g | 2273.9 g | |
| 3899 g | 3894.2 g | 3888.6 g | 3895.6 g | 3894.6 g | 3888.7 g | |
| 2.561 | 2.561 | 2.561 | 2.561 | 2.561 | 2.561 | |
| 3948.9 g | 3952.5 g | 3944.9 g | ||||
| 2321.7 g | 2326.8 g | 2319.3 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 233 mmHg | 233 mmHg | 186 mmHg | ||||
| 20 inHg | 20 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.7 cm^3 | 1622.4 cm^3 | 1618.3 cm^3 | 1627.9 cm^3 | 1621.9 cm^3 | 1614.8 cm^3 | |
2.379 | 2.38 | 2.387 | 2.372 | 2.381 | 2.391 | |
7.1 % | 7.1 % | 6.8 % | 7.4 % | 7 % | 6.6 % | |
115.3 cm^3 | 115.2 cm^3 | 110 cm^3 | 120.5 cm^3 | 113.5 cm^3 | 106.6 cm^3 | |
3942.8 g | 3942 g | 3939.2 g | ||||
3954.3 g | 3953.6 g | 3950.2 g | ||||
1627.2 cm^3 | 1625.7 cm^3 | 1625.6 cm^3 | ||||
86.8 cm^3 | 91.1 cm^3 | 82.7 cm^3 | ||||
75 % | 79 % | 75 % | ||||
0.2 % | 0.2 % | 0.5 % | ||||
21863 N | 23193 N | 23865 N | 23842 N | 24843 N | 26276 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 9 | 7 | 26 | 19 | 29 | |
0 | 0 | 0 | 0 | 0 | 0 | |
978 kPa | 1038 kPa | 1067 kPa | 1066 kPa | 1111 kPa | 1174 kPa | |
149 psi | 162 psi | |||||
0.92 | ||||||
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Test was verified on 8/9/2021 ✔