Summary for Test 2020-05-07-25-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 05/07/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/08/2020 | Sample type | Verification |
| A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M), 25.0 RAP, 1.0 Lime | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jimmy |
| Last name of sampler or witnessed by | Montana | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78422 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 733189 | 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2020-05-07-25
DIME Test ID: 2020-05-07-25-6
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: 2020-06-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Valasek, Hickey, and TM
Date of test: 05/16/2020
| 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 | 95.0 mm | 94.9 mm | 95.0 mm | 95.1 mm | 94.9 mm | |
| 3606.4 g | 3609.2 g | 3608.6 g | 3607.2 g | 3609.2 g | 3608.5 g | |
| 1995.3 g | 2000.7 g | 2003.0 g | 1996.2 g | 1998.0 g | 2003.0 g | |
| 3621.7 g | 3628.2 g | 3629.2 g | 3625.1 g | 3628.2 g | 3627.0 g | |
| 2.393 | 2.393 | 2.393 | 2.393 | 2.393 | 2.393 | |
| 3698.0 g | 3699.6 g | 3694.7 g | ||||
| 95.2 mm | 95.1 mm | 94.9 mm | ||||
| 252 mmHg | 221 mmHg | 252 mmHg | ||||
| 19 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.4 cm^3 | 1627.5 cm^3 | 1626.2 cm^3 | 1628.9 cm^3 | 1630.2 cm^3 | 1624.0 cm^3 | |
2.217 | 2.218 | 2.219 | 2.215 | 2.214 | 2.222 | |
7.4 % | 7.3 % | 7.3 % | 7.4 % | 7.5 % | 7.1 % | |
120.4 cm^3 | 118.8 cm^3 | 118.7 cm^3 | 120.5 cm^3 | 122.3 cm^3 | 115.3 cm^3 | |
3690.7 g | 3692.4 g | 3691.7 g | ||||
3702.7 g | 3704.2 g | 3703.6 g | ||||
1638.6 cm^3 | 1678.9 cm^3 | 1626.2 cm^3 | ||||
91.6 cm^3 | 90.4 cm^3 | 86.1 cm^3 | ||||
76 % | 76 % | 73 % | ||||
14061 N | 13959 N | 13923 N | 15200 N | 14701 N | 15489 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 9 | 10 | 15 | 14 | 10 | |
0 | 0 | 0 | 0 | 0 | 0 | |
627 kPa | 623 kPa | 623 kPa | 679 kPa | 656 kPa | 693 kPa | |
91 psi | 98 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2020 ✔