Summary for Test 2021-11-08-10-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 11/08/2021 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/08/2021 | Sample type | Quality Assurance |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RAMY |
| Last name of sampler or witnessed by | M | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | TEST 1 30CY OUT AT 2339 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex Lytle Creek | |
| Transportation Laboratory (TL) Number | 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) | 91-36-0040::LYTLE CREEK |
|---|---|---|---|
| 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 | At the plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | 1610974 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-08-10
DIME Test ID: 2021-11-08-10-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-11-10
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?: No
Input Type: Calculated
Tester's full name: MD T
Date of test: 11/09/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 70 % | ||||||
| 0 % | ||||||
| 20 % | ||||||
| 3 % | ||||||
| 1 % | ||||||
| 60 % | ||||||
| 40 % | ||||||
| 19 % | ||||||
| 8 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/10/2021 ✔