Summary for Test 2013-10-29-10001298-4
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 3958 DEA: 07215914 EFIS: 0700001831 |
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DIST-CO-RTE-PM | 07-LA-5-1.2/2.1 |
Award Date | 12/31/1969 |
Closeout Date | 06/14/2016 |
Work Description | WIDEN AND REALIGN FREEWAY AND RECONSTRUCT OVERCROSSING STRUCTURE. |
Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS FROM 0.3 MILE SOUTH OF NORTH FORK COYOTE CREEK BRIDGE TO 0.3 MILE NORTH OF MARQUARDT AVENUE AND AT NORWALK HUB AND LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER |
QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
Sample Taken Date | 10/29/2013 | Sample Unique Key | 10001298 |
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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 | 11/20/2013 |
Sample type | Annual Source Testing | A brief description of the sample | 3/8 PCC Aggregates |
The quantity of what the sample constitutes | 4 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 | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | 3296B | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Robertsons - Cabazon | 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) | 91-33-0008::CABAZON QUARRY |
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The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | Stockpiles |
Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 3/8 inch |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2013-10-29-10001298
DIME Test ID: 2013-10-29-10001298-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2014-04-07
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 12/19/2013
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 14.5 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2014 ✔