Summary for Test 2023-01-24-16-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214549 DEA: 081H2904 EFIS: 0817000006 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-173-18.7 |
| Award Date | 08/20/2020 |
| Closeout Date | 10/02/2024 |
| Work Description | STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL. |
| Location Description | SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD |
| QA Service Level | 1 (Verified on 01/13/2020) |
Sample Information
| Sample Taken Date | 01/24/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 01/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8" PCC Aggregate and Sand |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | robertsons | Last name of sampler or witnessed by | na |
| Title of sampler | qc | Telephone number of sampler | |
| Laboratory sample identification | test 18 and haft cy out at 0917am | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | ROBERTSON LAKE ARROWHEAD | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 6577 AND 6578 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0046 |
|---|---|---|---|
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-24-16
DIME Test ID: 2023-01-24-16-1
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: 2023-01-30
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: tony price
Date of test: 01/24/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 0 % | ||||||
| 95 % | ||||||
| 22 % | ||||||
| 7 % | ||||||
| 55 % | ||||||
| 36 % | ||||||
| 18 % | ||||||
| 9 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): SIEVES #4 AND 3/8" ARE ANOVE OPERATING RANGE
Test was verified on 1/30/2023 ✔