Summary for Test 2023-10-03-38-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 10/03/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79364B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 824482 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-10-03-38
DIME Test ID: 2023-10-03-38-1
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: 2023-10-13
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/09/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1512.3 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 13.9 grams | -1.3 % | 98 % | ||||
| 340.0 grams | 2.0 % | 80 % | ||||
| 658.5 grams | 1.3 % | 58 % | ||||
| 900.2 grams | 0.0 % | 40 % | ||||
| 1064.4 grams | -0.7 % | 29 % | ||||
| 1186.2 grams | -2.7 % | 19 % | ||||
| 1274.0 grams | -3.0 % | 13 % | ||||
| 1333.3 grams | -2.9 % | 8.9 % | ||||
| 1343.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2023 ✔