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 | Bid Item | Not set |
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 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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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 | ||||
| 95.0 mm | 95.0 mm | 95.0 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 | 3696.0 g | ||||
3701.2 g | 3703.0 g | 3707.3 g | ||||
1607.1 cm^3 | 1608.4 cm^3 | 1618.5 cm^3 | ||||
83.9 cm^3 | 83.3 cm^3 | 82.0 cm^3 | ||||
79 % | 80 % | 73 % | ||||
0.0 % | 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 ✔