Summary for Test 2020-06-02-32-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214513 DEA: 021H3904 EFIS: 0216000041 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R32.0/R32.3 |
| Award Date | 01/24/2020 |
| Closeout Date | 09/28/2021 |
| Work Description | O'BRIEN DECK AND RAIL REHAB: WEATHER INFO SYSTEM, STRUCTURAL CONCRETE, HMA, REMOVE BRIDGE BARRIER. |
| Location Description | SHASTA COUNTY ABOUT 10 MILES SOUTH OF LAKEHEAD FROM 0.1 MILE SOUTH TO 0.3 MILE NORTH OF O'BRIEN UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/02/2020 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 06/02/2020 |
| Sample type | Verification | A brief description of the sample | Combined RAP (1/2-inch) |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78452B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036437 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-02-32
DIME Test ID: 2020-06-02-32-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-08-03
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: K. Spliethof and McCormick
Date of test: 06/05/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1843.8 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 21.1 grams | 98.9 % | |||||
| 159.1 grams | 91.4 % | |||||
| 359.1 grams | 80.5 % | |||||
| 658.0 grams | 64.3 % | |||||
| 802.5 grams | 56.5 % | |||||
| 1055.5 grams | 42.8 % | |||||
| 1256.7 grams | 31.8 % | |||||
| 1400.4 grams | 24 % | |||||
| 1516.7 grams | 17.7 % | |||||
| 1604.3 grams | 13 % | |||||
| 1662.3 grams | 9.8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2020 ✔