Summary for Test 2014-10-10-10-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
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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 | 10/10/2014 | Sample Unique Key | 10 |
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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 | 10/11/2014 |
Sample type | Annual Source Testing | A brief description of the sample | One and a half inch PCC Aggregates |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 4282B | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | Vulcan Materials Corona | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | 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 | 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 | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2014-10-10-10
DIME Test ID: 2014-10-10-10-1
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: 2015-02-20
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: Nader Rashidi
Date of test: 10/15/2014
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 97 %
Cumulative percent passing the 1 in. sieve: 31 %
Cumulative percent passing the 3/4 in. sieve: 7 %
Cumulative percent passing the 1/2 in. sieve: no data
Cumulative percent passing the 3/8 in. sieve: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔