Summary for Test 2021-10-13-41-2
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 | 10/13/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 10/18/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 Inch HMA-A 23 RAP PG58-34M Marathon Fernley |
| The quantity of what the sample constitutes | 10,000 Ton Milestone, 8 boxes | 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 | D78963 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 695654 |
| 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: 2021-10-13-41
DIME Test ID: 2021-10-13-41-2
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: 2021-10-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/22/2021
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | 94.8 mm | 95.0 mm | |
| 3,692.6 g | 3,690.3 g | 3,689.6 g | 3,689.2 g | 3,688.0 g | 3,691.0 g | |
| 2,113.2 g | 2,114.5 g | 2,114.4 g | 2,114.4 g | 2,116.0 g | 2,120.3 g | |
| 3,725.3 g | 3,721.5 g | 3,723.9 g | 3,725.4 g | 3,718.9 g | 3,727.5 g | |
| 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | 2.467 | |
| 3,777.9 g | 3,773.2 g | 3,777.5 g | ||||
| 2,165.4 g | 2,163.6 g | 2,164.6 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 202 mmHg | 205 mmHg | 207 mmHg | ||||
| 21 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1,612.1 cm^3 | 1,607.0 cm^3 | 1,609.5 cm^3 | 1,611.0 cm^3 | 1,602.9 cm^3 | 1,607.2 cm^3 | |
2.291 | 2.296 | 2.292 | 2.290 | 2.301 | 2.297 | |
7.1 % | 6.9 % | 7.1 % | 7.2 % | 6.7 % | 6.9 % | |
114.5 cm^3 | 110.9 cm^3 | 114.3 cm^3 | 116.0 cm^3 | 107.4 cm^3 | 110.9 cm^3 | |
3,772.8 g | 3,767.9 g | 3,769.6 g | ||||
3,784.2 g | 3,779.0 g | 3,781.0 g | ||||
1,612.5 cm^3 | 1,609.6 cm^3 | 1,612.9 cm^3 | ||||
85.3 cm^3 | 82.9 cm^3 | 87.9 cm^3 | ||||
74 % | 75 % | 77 % | ||||
0.0 % | 0.2 % | 0.2 % | ||||
14942 N | 16779 N | 16103 N | 15791 N | 16365 N | 15542 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 10 | 16 | 14 | 12 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
668 kPa | 750 kPa | 719 kPa | 705 kPa | 733 kPa | 694 kPa | |
103 psi | 103 psi | |||||
1 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔