Summary for Test 2024-03-15-6-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215314 DEA: 07333004 EFIS: 0716000298 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5,5-15.1/22.9 |
| Award Date | 10/20/2022 |
| Closeout Date | Not set |
| Work Description | PROJECT PILOT 1 |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 03/15/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 03/15/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Washed Concrete Sand |
| The quantity of what the sample constitutes | 80 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
| Title of sampler | MREAS | Telephone number of sampler | 12134537563 |
| Laboratory sample identification | 014C | Linked DIME Sample ID | 2024-03-15-4 & 2024-03-15-5 |
| The fabricator/manufacturer/facility name | Cemex Ready Mix Concrete-Los Angeles | Transportation Laboratory (TL) Number | C 006778 |
| 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) | 91-56-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 4479A | A detailed description of where the material sample was collected | Plant Stockpiles |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | 1625995 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-03-15-6
DIME Test ID: 2024-03-15-6-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-03-25
Test Results
What size aggregate is being tested?: Fine 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: Calculated
Tester's full name: Honesto Castillo
Date of test: 03/15/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 81 %
Cumulative percent passing the #16 sieve: 62 %
Cumulative percent passing the #30 sieve: 41 %
Cumulative percent passing the #50 sieve: 24 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2024 ✔