Summary for Test 2021-10-08-20-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/08/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 10/09/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4 inch HMA-A 23 RAP PG 58-34M Marathon |
| The quantity of what the sample constitutes | 16 Boxes for PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78953 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 695652 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-08-20
DIME Test ID: 2021-10-08-20-5
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: 2021-10-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/18/2021
| 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 | 94.9 mm | 95.0 mm | 94.8 mm | 94.8 mm | |
| 3709.4 g | 3709.6 g | 3710.6 g | 3708.2 g | 3707.3 g | 3710.5 g | |
| 2136.7 g | 2138.7 g | 2139.3 g | 2138.4 g | 2139.9 g | 2141.9 g | |
| 3742.9 g | 3737.9 g | 3743.0 g | 3738.2 g | 3737.4 g | 3745.9 g | |
| 2.482 | 2.482 | 2.482 | 2.482 | 2.482 | 2.482 | |
| 3791.0 g | 3792.7 g | 3796.5 g | ||||
| 2185.6 g | 2194.2 g | 2193.6 g | ||||
| 95.1 mm | 95 mm | 94.9 mm | ||||
| 209 mmHg | 148 mmHg | 180 mmHg | ||||
| 21 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.2 cm^3 | 1599.2 cm^3 | 1603.7 cm^3 | 1599.8 cm^3 | 1597.5 cm^3 | 1604.0 cm^3 | |
2.309 | 2.320 | 2.314 | 2.318 | 2.321 | 2.313 | |
7.0 % | 6.5 % | 6.8 % | 6.6 % | 6.5 % | 6.8 % | |
112.4 cm^3 | 103.9 cm^3 | 109.1 cm^3 | 105.6 cm^3 | 103.8 cm^3 | 109.1 cm^3 | |
3788.1 g | 3782.3 g | 3787 g | ||||
3799.3 g | 3792.7 g | 3797.9 g | ||||
1605.4 cm^3 | 1598.5 cm^3 | 1602.9 cm^3 | ||||
81.6 cm^3 | 83.1 cm^3 | 85.9 cm^3 | ||||
73 % | 80 % | 79 % | ||||
0 % | 0 % | 0 % | ||||
19167 N | 18763 N | 18358 N | 16730 N | 17935 N | 18972 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 10 | 12 | 17 | 14 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
855 kPa | 838 kPa | 821 kPa | 747 kPa | 803 kPa | 849 kPa | |
122 psi | 116 psi | |||||
1.05 | ||||||
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Test was verified on 10/21/2021 ✔