Summary for Test 2021-06-02-6-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/02/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Treated Virgin 3/8-inch Type A Aggregate |
| 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 | Randy | Last name of sampler or witnessed by | . |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78819A | Linked DIME Sample ID | 2021-06-02-7 |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 858980 |
| 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Sampling device at plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-02-6
DIME Test ID: 2021-06-02-6-2
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: 2021-08-23
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Rios Dorado, Sweeny, and TM
Date of test: 08/23/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1925.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 70.0 grams | 96.4 % | |||||
| 502 grams | 73.9 % | |||||
| 749.0 grams | 61.1 % | |||||
| 222.3 grams | 35 % | |||||
| 340.7 grams | 21 % | |||||
| 403.0 grams | 13.7 % | |||||
| 438.1 grams | 9.6 % | |||||
| 460.7 grams | 6.9 % | |||||
| 473.9 grams | 5.37 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/23/2021 ✔