Summary for Test 2021-06-17-34-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
| Award Date | 12/04/2019 |
| Closeout Date | 08/14/2023 |
| Work Description | BUILDING WORK. |
| Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/17/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 06/21/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 1 bag of Lime Treated 1/2" Aggregate from Hot Bin |
| 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 | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78847A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA) | Transportation Laboratory (TL) Number | 766443 |
| 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) | 91-25-0029::Hogsback |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Batch Plant Hot Bins |
| Where the material sample would have been placed if not sampled | 02 LAS 299 PM 25 6 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-17-34
DIME Test ID: 2021-06-17-34-1
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: 2022-01-11
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: Terry McCormick
Date of test: 06/22/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2966.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 517.0 grams | 82.6 % | |||||
| 2022.0 grams | 31.8 % | |||||
| 2828 grams | 4.7 % | |||||
| 2869.0 grams | 3.3 % | |||||
| 13.9 grams | 2.8 % | |||||
| 15.6 grams | 2.8 % | |||||
| 16.6 grams | 2.7 % | |||||
| 19.2 grams | 2.6 % | |||||
| 31.3 grams | 2.2 % | |||||
| 48.9 grams | 1.64 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/11/2022 ✔