Summary for Test 2022-09-14-54-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | Not set |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 09/14/2022 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of Combined RAP |
| 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 | TET | Telephone number of sampler | |
| Laboratory sample identification | D79158B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857911 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale |
|---|---|---|---|
| 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: 2022-09-14-54
DIME Test ID: 2022-09-14-54-1
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: 2022-09-30
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 Dorado
Date of test: 09/16/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1425.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 24.6 grams | 98.3 % | |||||
| 260.3 grams | 81.7 % | |||||
| 480.9 grams | 66.3 % | |||||
| 819.3 grams | 42.5 % | |||||
| 993.2 grams | 30.3 % | |||||
| 1105.1 grams | 22.5 % | |||||
| 1186.2 grams | 16.8 % | |||||
| 1244.9 grams | 12.7 % | |||||
| 1286.1 grams | 9.8 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/30/2022 ✔