Summary for Test 2019-12-17-19-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212618
DEA: 044G0564
EFIS: 0417000154
DIST-CO-RTE-PM04-ALA-680-M2.4/M12.4
Award Date11/16/2017
Closeout Date12/08/2022
Work DescriptionROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location DescriptionFREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
QA Service Level1 (Verified on 10/16/2017)

Sample Information

Sample Taken Date12/17/2019 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing02/14/2020 Sample typeAnnual Source Testing
A brief description of the samplePCC Sand The quantity of what the sample constitutes6 Bags
From where was the sample collectedSource First name of sampler or witnessed byArt
Last name of sampler or witnessed byFlores Title of sampler
Telephone number of sampler Laboratory sample identification20-PCCF-0023
Linked DIME Sample ID The fabricator/manufacturer/facility nameAR Wilson Quarry
Transportation Laboratory (TL) NumberC934609 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)91-35-0012::A.R. WILSON 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
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-12-17-19
DIME Test ID: 2019-12-17-19-2
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: 2020-04-07

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: RK/JH
Date of test: 04/06/2020
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: 3.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2020 ✔