Summary for Test 2023-06-19-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 06/19/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 06/26/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Coldfeed |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Clintwood | Last name of sampler or witnessed by | Robancho |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | CF-10 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 99-99-9991 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-19-28
DIME Test ID: 2023-06-19-28-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-13
Test Results
What type of gradation is being tested?: Combined 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: Derek Carrington
Date of test: 07/10/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5076.8 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 11 grams | 100 % | |||||
| 835.4 grams | 84 % | |||||
| 1571.3 grams | 69 % | |||||
| 3361.1 grams | 34 % | |||||
| 477.5 grams | ||||||
| 217.1 grams | 19 % | |||||
| 293 grams | 13 % | |||||
| 341.3 grams | 10 % | |||||
| 378.7 grams | 7 % | |||||
| 408.2 grams | 5 % | |||||
| 429.8 grams | 3.4 % | |||||
| 433.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-10
Test was verified on 7/13/2023 ✔