Summary for Test 2019-04-17-45-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
| Award Date | 04/24/2014 |
| Closeout Date | 07/14/2022 |
| Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
| Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
| QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
| Sample Taken Date | 04/17/2019 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 04/18/2019 |
| Sample type | Quality Control | A brief description of the sample | rock and sand |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Bobby | Last name of sampler or witnessed by | Togores |
| Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
| Laboratory sample identification | Mix G3-15-590-3600 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Security Paving - Florance | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0025::IRWINDALE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | set 1 | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Batch Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | G3-15-590-3600 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-17-45
DIME Test ID: 2019-04-17-45-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-07-03
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: Ronald Hernandez
Date of test: 04/18/2019
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 72 %
Cumulative percent passing the #30 sieve: 50 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔