Summary for Test 2019-12-05-20-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 214059
DEA: 042K7504
EFIS: 0417000019
DIST-CO-RTE-PM04-SCL-152-7.6/M10.2
Award Date05/24/2019
Closeout Date04/12/2021
Work DescriptionROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location DescriptionSANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
QA Service Level1 (Verified on 06/04/2019)

Sample Information

Sample Taken Date12/05/2019 Sample Unique Key20
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 constitutes1 Bag
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-0028
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan - Triangle Rock Los Banos
Transportation Laboratory (TL) NumberC934603 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)91-24-0009::LOS BANOS
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: 2019-12-05-20
DIME Test ID: 2019-12-05-20-2
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: 5.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2020 ✔