Summary for Test 2023-06-06-92-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994345 DEA: 023J7804 EFIS: 0222000083 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-15.8/16.9,20.5/24.5 |
| Award Date | 12/22/2022 |
| Closeout Date | 08/22/2023 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 06/06/2023 | Sample Unique Key | 92 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 1 bag of Combined RAP (1/2-inch) | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | JD |
| Last name of sampler or witnessed by | Atkinson | Title of sampler | Tester |
| Telephone number of sampler | Laboratory sample identification | D79269B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 858121 | 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2023-06-06-92
DIME Test ID: 2023-06-06-92-2
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: 2023-08-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/02/2023
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1449.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.2 % | 100 % | ||||
| 191.6 grams | 0.2 % | 87 % | ||||
| 328.9 grams | -1.0 % | 76 % | ||||
| 645.6 grams | -0.4 % | 55 % | ||||
| 858.6 grams | -0.4 % | 40 % | ||||
| 1017.8 grams | -0.5 % | 29 % | ||||
| 1127.2 grams | -0.8 % | 21 % | ||||
| 1210.7 grams | -0.7 % | 16 % | ||||
| 1272.8 grams | -0.8 % | 11 % | ||||
| 1313.3 grams | -0.6 % | 8.8 % | ||||
| 1316.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2023 ✔