Summary for Test 2021-05-06-27-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
| Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 05/06/2021 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 05/06/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2-inch RAP (Combined, 5/8" Minus) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78792B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 768790 |
| 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 | KRC Orland |
|---|---|---|---|
| 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: 2021-05-06-27
DIME Test ID: 2021-05-06-27-2
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: 2021-07-02
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 Rios Dorado
Date of test: 05/11/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1641.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 74.4 grams | 95.5 % | |||||
| 200.0 grams | 87.8 % | |||||
| 471.4 grams | 71.3 % | |||||
| 633.8 grams | 61.4 % | |||||
| 915.2 grams | 44.2 % | |||||
| 1102.2 grams | 32.8 % | |||||
| 1241.1 grams | 24.4 % | |||||
| 1369.9 grams | 16.5 % | |||||
| 1459.8 grams | 11 % | |||||
| 1507.0 grams | 8.2 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2021 ✔