Summary for Test 2020-05-04-33-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 02/18/2021 |
| Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
| Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 05/04/2020 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 05/04/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2-inch Type A HMA (PG 64-16) 15.0 RAP, 1.3 Lime |
| The quantity of what the sample constitutes | Up to Five Days Paving | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78416 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 002552 |
| 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-04-33
DIME Test ID: 2020-05-04-33-6
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: 2020-06-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 05/08/2020
| 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 | |
| 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3786.8 g | 3787.6 g | 3786.9 g | 3787 g | 3787.5 g | 3787 g | |
| 2186 g | 2188.6 g | 2185.2 g | 2183 g | 2184.7 g | 2189.3 g | |
| 3811.5 g | 3810.5 g | 3810.3 g | 3808.5 g | 3811.1 g | 3810.2 g | |
| 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | |
| 3866.1 g | 3868.3 g | 3866 g | ||||
| 2237.3 g | 2244 g | 2236.5 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 192 mmHg | 165 mmHg | 191 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.5 cm^3 | 1621.9 cm^3 | 1625.1 cm^3 | 1625.5 cm^3 | 1626.4 cm^3 | 1620.9 cm^3 | |
2.33 | 2.335 | 2.33 | 2.33 | 2.329 | 2.336 | |
6.7 % | 6.5 % | 6.7 % | 6.7 % | 6.8 % | 6.5 % | |
108.9 cm^3 | 105.4 cm^3 | 108.9 cm^3 | 108.9 cm^3 | 110.6 cm^3 | 105.4 cm^3 | |
3863 g | 3861.4 g | 3863.1 g | ||||
3873.9 g | 3871.9 g | 3874 g | ||||
1628.8 cm^3 | 1624.3 cm^3 | 1629.5 cm^3 | ||||
79.3 cm^3 | 80.7 cm^3 | 79.1 cm^3 | ||||
73 % | 77 % | 73 % | ||||
0.2 % | 0.1 % | 0.3 % | ||||
28397 N | 29167 N | 28389 N | 33731 N | 35639 N | 34051 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 15 | 11 | 50 | 45 | 46 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1270 kPa | 1304 kPa | 1270 kPa | 1509 kPa | 1594 kPa | 1523 kPa | |
186 psi | 224 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2020 ✔