Summary for Test 2020-06-10-45-6
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 | 06/10/2020 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 06/11/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78466 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant | Transportation Laboratory (TL) Number | 896982 |
| 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2020-06-10-45
DIME Test ID: 2020-06-10-45-6
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: 2020-09-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/17/2020
| 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 | |
| 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3616.3 g | 3619.4 g | 3616.8 g | 3617.4 g | 3618.5 g | 3619.1 g | |
| 2039.1 g | 2043.3 g | 2035.5 g | 2013.0 g | 2045.8 g | 2048.5 g | |
| 3646.2 g | 3651.5 g | 3651.2 g | 3636.5 g | 3653.5 g | 3655.4 g | |
| 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | |
| 3700.2 g | 3702.7 g | 3698.8 g | ||||
| 2093.1 g | 2094.3 g | 2080.3 g | ||||
| 95 mm | 95 mm | 95 mm | ||||
| 157 mmHg | 193 mmHg | 262 mmHg | ||||
| 23 inHg | 22 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.1 cm^3 | 1608.2 cm^3 | 1615.7 cm^3 | 1623.5 cm^3 | 1607.7 cm^3 | 1606.9 cm^3 | |
2.250 | 2.251 | 2.239 | 2.228 | 2.251 | 2.252 | |
6.6 % | 6.5 % | 7.0 % | 7.5 % | 6.5 % | 6.5 % | |
106.1 cm^3 | 104.5 cm^3 | 113.1 cm^3 | 121.8 cm^3 | 104.5 cm^3 | 104.4 cm^3 | |
3690.6 g | 3692.6 g | 3696 g | ||||
3701.2 g | 3703 g | 3707.3 g | ||||
1607.1 cm^3 | 1608.4 cm^3 | 1618.5 cm^3 | ||||
83.9 cm^3 | 83.3 cm^3 | 82 cm^3 | ||||
79 % | 80 % | 73 % | ||||
0 % | 0 % | 0.2 % | ||||
17290 N | 17935 N | 17913 N | 17526 N | 19247 N | 20533 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
21 | 22 | 20 | 25 | 28 | 30 | |
0 | 0 | 0 | 0 | 0 | 0 | |
772 kPa | 801 kPa | 800 kPa | 784 kPa | 861 kPa | 918 kPa | |
115 psi | 124 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/10/2020 ✔