Summary for Test 2020-05-21-37-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
| Award Date | 04/10/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/21/2020 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 05/22/2020 |
| Sample type | Verification | A brief description of the sample | Fine RAP |
| The quantity of what the sample constitutes | JMF Verification Renewal | 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 | D78438B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 733196 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Shaw Pit Facility |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-21-37
DIME Test ID: 2020-05-21-37-2
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: 2020-07-16
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: 05/23/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1402.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 10.2 grams | 99.3 % | |||||
| 204.3 grams | 85.4 % | |||||
| 366.4 grams | 73.9 % | |||||
| 684.1 grams | 51.2 % | |||||
| 882.5 grams | 37.1 % | |||||
| 1010.2 grams | 28 % | |||||
| 1107.1 grams | 21.1 % | |||||
| 1182.5 grams | 15.7 % | |||||
| 1235.5 grams | 11.9 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2020 ✔