Summary for Test 2020-03-20-21-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/20/2020 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2020 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-10) | The quantity of what the sample constitutes | 50000 ton |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Karen |
| Last name of sampler or witnessed by | Spliethof | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78362 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 001699 | 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 | 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: 2020-03-20-21
DIME Test ID: 2020-03-20-21-6
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: 2020-04-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/27/2020
| 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 | 94.9 mm | 95.0 mm | |
| 3862.6 g | 3862.2 g | 3862.1 g | 3862.5 g | 3861.4 g | 3863.0 g | |
| 2258.2 g | 2259.5 g | 2256.9 g | 2257.5 g | 2259.3 g | 2260.0 g | |
| 3884.9 g | 3879.8 g | 3879.3 g | 3885.1 g | 3877.9 g | 3882.2 g | |
| 2.560 | 2.560 | 2.560 | 2.560 | 2.560 | 2.560 | |
| 3945.5 g | 3947.0 g | 3948.4 g | ||||
| 94.9 mm | 95.0 mm | 94.7 mm | ||||
| 185 mmHg | 141 mmHg | 148 mmHg | ||||
| 22 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.7 cm^3 | 1620.3 cm^3 | 1622.4 cm^3 | 1627.6 cm^3 | 1618.6 cm^3 | 1622.2 cm^3 | |
2.375 | 2.384 | 2.380 | 2.373 | 2.386 | 2.381 | |
7.2 % | 6.9 % | 7.0 % | 7.3 % | 6.8 % | 7.0 % | |
117.1 cm^3 | 111.8 cm^3 | 113.6 cm^3 | 118.8 cm^3 | 110.1 cm^3 | 113.6 cm^3 | |
3944.6 g | 3940.5 g | 3941.6 g | ||||
3956.3 g | 3951.6 g | 3953.0 g | ||||
1629.1 cm^3 | 1623.3 cm^3 | 1624.4 cm^3 | ||||
82.9 cm^3 | 84.8 cm^3 | 86.3 cm^3 | ||||
71 % | 76 % | 76 % | ||||
22348 N | 22237 N | 22548 N | 21952 N | 23411 N | 23282 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
13 | 15 | 13 | 39 | 34 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
999 kPa | 993 kPa | 1011 kPa | 981 kPa | 1047 kPa | 1040 kPa | |
145 psi | 148 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2020 ✔