Summary for Test 2023-02-07-6-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993484 DEA: 07325904 EFIS: 0716000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-87.4 |
| Award Date | 02/17/2022 |
| Closeout Date | Not set |
| Work Description | SEISMIC RETROFIT OF BRIDGE, WIDEN |
| Location Description | IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779 |
| QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
| Sample Taken Date | 02/07/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/07/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/8 X #8 | The quantity of what the sample constitutes | 50 CY |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Kevin |
| Last name of sampler or witnessed by | Hopkins | Title of sampler | Plant Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hi-Grade Littlerock | |
| Transportation Laboratory (TL) Number | C020723B | Inspector Lot Number from the Transportation Laboratory (TL) Form | KH102B |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0026 |
|---|---|---|---|
| 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 | Stockpile @ Yard | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | CT752F25AS | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-07-6
DIME Test ID: 2023-02-07-6-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-02-09
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 02/07/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1111 grams | ||||||
| 0.0 grams | 100 % | |||||
| 31.0 grams | 97 % | |||||
| 942.0 grams | 15 % | |||||
| 1095.0 grams | 1 % | |||||
| 1109.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2023 ✔