Summary for Test 2024-07-31-75-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 07/31/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2-inch Cold feed |
| The quantity of what the sample constitutes | 1 Bag Coldfeed | 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 | D79676A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 858505 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0061 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-08-15: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-07-31-75-1 |
Test Details
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DIME Sample ID: 2024-07-31-75
DIME Test ID: 2024-07-31-75-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-08-20
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/15/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2224.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 163.3 grams | 93 % | |||||
| 425.0 grams | 81 % | |||||
| 1081.1 grams | 51 % | |||||
| 501.9 grams | ||||||
| 184.7 grams | 32 % | |||||
| 295.4 grams | 21 % | |||||
| 362.0 grams | 14 % | |||||
| 405.2 grams | 10 % | |||||
| 433.2 grams | 7 % | |||||
| 449.6 grams | 5.3 % | |||||
| 452.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2024 ✔