Summary for Test 2021-06-07-25-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/07/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 06/08/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero - Benicia |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78834 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779370 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | |
| Structure name | Unknown |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-07-25
DIME Test ID: 2021-06-07-25-3
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: 2021-11-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/15/2021
| 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 | 94.8 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3799.6 g | 3799.8 g | 3800.1 g | 3799.3 g | 3798.9 g | 3799.5 g | |
| 2201.6 g | 2207.3 g | 2203.5 g | 2200.7 g | 2205.7 g | 2201.2 g | |
| 3828.1 g | 3827.4 g | 3827.4 g | 3827.1 g | 3826.0 g | 3825.9 g | |
| 2.516 | 2.516 | 2.516 | 2.516 | 2.516 | 2.516 | |
| 3881.8 g | 3881.4 g | 3882.0 g | ||||
| 2249.8 g | 2258.0 g | 2254.0 g | ||||
| 95.1 mm | 95 mm | 94.9 mm | ||||
| 237 mmHg | 195 mmHg | 210 mmHg | ||||
| 20 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.5 cm^3 | 1620.1 cm^3 | 1623.9 cm^3 | 1626.4 cm^3 | 1620.3 cm^3 | 1624.7 cm^3 | |
2.336 | 2.345 | 2.340 | 2.336 | 2.345 | 2.339 | |
7.2 % | 6.8 % | 7.0 % | 7.2 % | 6.8 % | 7.0 % | |
117.1 cm^3 | 110.2 cm^3 | 113.7 cm^3 | 117.1 cm^3 | 110.2 cm^3 | 113.7 cm^3 | |
3881.6 g | 3876.9 g | 3879.7 g | ||||
3893.3 g | 3888 g | 3891.1 g | ||||
1632.0 cm^3 | 1623.4 cm^3 | 1628.0 cm^3 | ||||
82.2 cm^3 | 81.6 cm^3 | 81.9 cm^3 | ||||
70 % | 74 % | 72 % | ||||
0.3 % | 0.2 % | 0.3 % | ||||
26196 N | 26418 N | 27446 N | 29456 N | 31364 N | 28673 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
14 | 15 | 14 | 20 | 18 | 21 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1169 kPa | 1180 kPa | 1227 kPa | 1316 kPa | 1403 kPa | 1282 kPa | |
173 psi | 193 psi | |||||
0.9 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/30/2021 ✔