Summary for Test 2020-06-18-45-2
Test performed: AASHTO T30-19Project 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 | 45 |
|---|---|---|---|
| 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 | 06/19/2020 |
| Sample type | Verification | A brief description of the sample | Fine RAP (3/8-inch) |
| 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 | D78492B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 896987 |
| 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 | Ward Lake |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-18-45
DIME Test ID: 2020-06-18-45-2
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: 2020-10-13
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 06/20/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1518.8 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 27.4 grams | 98.2 % | |||||
| 476.2 grams | 68.6 % | |||||
| 694.4 grams | 54.3 % | |||||
| 968.0 grams | 36.3 % | |||||
| 1119.7 grams | 26.3 % | |||||
| 1212.4 grams | 20.2 % | |||||
| 1285.1 grams | 15.4 % | |||||
| 1351.3 grams | 11 % | |||||
| 1397.2 grams | 8.0 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2020 ✔