Summary for Test 2016-05-09-6-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-2.4/4.0 |
| Award Date | 08/14/2012 |
| Closeout Date | 02/20/2020 |
| Work Description | Widen and Realign Freeway and Construct Ped OC, OC and UC Structures. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 11/26/2012) |
Sample Information
| Sample Taken Date | 05/09/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2016 | Sample type | Annual Source Testing |
| A brief description of the sample | One and a Half Inch Washed Crushed Rock | The quantity of what the sample constitutes | 10 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Steve |
| Last name of sampler or witnessed by | Yturralde | Title of sampler | QC Tech |
| Telephone number of sampler | Unknown | Laboratory sample identification | 6160B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Vulcan Corona |
| Transportation Laboratory (TL) Number | C-16-102 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91 33 0027 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Vulcan Corona Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1-1/2 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-05-09-6
DIME Test ID: 2016-05-09-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-10-15
Test Results
What size aggregate is being tested?: 1.5 in. x 0.75 in. - 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: Calculated
Tester's full name: Babak Razaei
Date of test: 06/02/2016
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 94 % | ||||||
| 31 % | ||||||
| 11 % | ||||||
| % | ||||||
| % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔