Summary for Test 2019-07-26-15-9

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212603
DEA: 07304604
EFIS: 0714000073
DIST-CO-RTE-PM07-LA-105-R0.5/R18.0
Award Date11/09/2017
Closeout Date01/28/2021
Work DescriptionUPGRADE EXISTING TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location DescriptionLOS ANGELES COUNTY FROM ROUTE 1/105 SEPARATION IN EL SEGUNDO TO HOXIE AVENUE UNDERCROSSING IN NORWALK
QA Service Level1 (Verified on 06/18/2019)

Sample Information

Sample Taken Date07/26/2019 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing08/07/2019 Sample typeAnnual Source Testing
A brief description of the sample3/8" PCC Aggregate The quantity of what the sample constitutes7 Bags
From where was the sample collectedSource First name of sampler or witnessed byChris
Last name of sampler or witnessed byHindman Title of samplerQuality Control
Telephone number of sampler951-493-6500 Laboratory sample identification8671
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertsons - Cabazon
Transportation Laboratory (TL) NumberC-19-000013 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)91-33-0008::CABAZON QUARRY
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 at plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-26-15
DIME Test ID: 2019-07-26-15-9
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: 2019-09-05

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nader Rashidi-Ghader
Date of test: 09/02/2019
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: 3.6 %
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 9/5/2019 ✔