Summary for Test 2019-12-09-16-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212300
DEA: 044G3804
EFIS: 0412000463
DIST-CO-RTE-PM04-SON-116-30.9/31.4
Award Date03/15/2019
Closeout Date02/16/2024
Work DescriptionConstruct Bridge, Retaining Walls, Traffic Signal
Location DescriptionSONOMA COUNTY NEAR COTATI FROM 0.3 MILE EAST OF HESSEL ROAD TO 0.1 MILE EAST OF BARTLESON ROAD
QA Service Level1 (Verified on 08/19/2019)

Sample Information

Sample Taken Date12/09/2019 Sample Unique Key16
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 testing02/14/2020
Sample typeAnnual Source Testing A brief description of the samplePCC Sand
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byDan Last name of sampler or witnessed byOstrand
Title of sampler Telephone number of sampler
Laboratory sample identification20-PCCF-0036 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Healdsburg Transportation Laboratory (TL) NumberC870894
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)91-49-0030
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: 2019-12-09-16
DIME Test ID: 2019-12-09-16-2
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: 2020-05-05

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Ryan Kester
Date of test: 05/04/2020
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: 2.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/5/2020