Summary for Test 2020-12-14-31-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date12/14/2020 Sample Unique Key31
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 testing05/13/2021
Sample typeAnnual Source Testing A brief description of the sampleFine Aggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byReza Last name of sampler or witnessed byDineli
Title of samplerMCR Telephone number of sampler
Laboratory sample identification21-PCCF-0096 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Pleasanton Transportation Laboratory (TL) NumberC934625
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-01-0009
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedplessanton - Eliot 4403
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-12-14-31
DIME Test ID: 2020-12-14-31-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2021-06-01

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen/Ryan Kester
Date of test: 06/01/2021
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate:5.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/1/2021