Summary for Test 2019-06-05-19-10

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 212888
DEA: 07202124
EFIS: 0700020870
DIST-CO-RTE-PM07-LA-710-20.9/24.6
Award Date02/16/2018
Closeout Date05/04/2022
Work DescriptionPAVEMENT REHABILITATION AND BRIDGE WIDENING
Location DescriptionLOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
QA Service Level1 (Verified on 03/29/2018)

Sample Information

Sample Taken Date06/05/2019 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing06/05/2019 Sample typeAnnual Source Testing
A brief description of the sample1.0" PCC gravels The quantity of what the sample constitutes12 Bags
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of sampler
Telephone number of sampler Laboratory sample identification8605
Linked DIME Sample ID The fabricator/manufacturer/facility nameUnited Rock Products Irwindale
Transportation Laboratory (TL) NumberNone Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0015
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-06-05-19
DIME Test ID: 2019-06-05-19-10
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2019-07-09

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Danny Ferrer
Date of test: 06/17/2019
Cleanness value (11/2 in. maximum aggregate mix): 94
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2019 ✔