Summary for Test 2020-06-18-46-6
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 | 06/18/2020 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2020 | 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 | D78491 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | |
| Transportation Laboratory (TL) Number | 896986 | 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: 2020-06-18-46
DIME Test ID: 2020-06-18-46-6
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: 2020-10-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/25/2020
| 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 | 95.0 mm | 95.1 mm | 95.1 mm | 95.1 mm | |
| 3666.2 g | 3668.5 g | 3668.7 g | 3666.8 g | 3668.7 g | 3668.0 g | |
| 2059.4 g | 2068.0 g | 2065.0 g | 2061.9 g | 2066.9 g | 2059.9 g | |
| 3687.8 g | 3693.1 g | 3691.4 g | 3688.6 g | 3691.5 g | 3690.4 g | |
| 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
| 3756.7 g | 3750.7 g | 3757.4 g | ||||
| 95.2 mm | 95.1 mm | 95.2 mm | ||||
| 211 mmHg | 213 mmHg | 211 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.4 cm^3 | 1625.1 cm^3 | 1626.4 cm^3 | 1626.7 cm^3 | 1624.6 cm^3 | 1630.5 cm^3 | |
2.251 | 2.257 | 2.256 | 2.254 | 2.258 | 2.250 | |
7.5 % | 7.2 % | 7.3 % | 7.4 % | 7.2 % | 7.5 % | |
122.1 cm^3 | 117.0 cm^3 | 118.7 cm^3 | 120.4 cm^3 | 117.0 cm^3 | 122.3 cm^3 | |
3751.7 g | 3750.4 g | 3751.8 g | ||||
3763.9 g | 3762.1 g | 3763.7 g | ||||
1631.9 cm^3 | 1633.2 cm^3 | 1634.9 cm^3 | ||||
90.5 cm^3 | 82.2 cm^3 | 88.7 cm^3 | ||||
74 % | 70 % | 75 % | ||||
17028 N | 17597 N | 17277 N | 17731 N | 18723 N | 17833 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 14 | 7 | 24 | 25 | 25 | |
0 | 0 | 0 | 0 | 0 | 0 | |
759 kPa | 785 kPa | 770 kPa | 791 kPa | 836 kPa | 796 kPa | |
112 psi | 117 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔