Summary for Test 2019-12-16-28-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 213594
DEA: 044G1134
EFIS: 0414000305
DIST-CO-RTE-PM04-ALA-680-m0.0/r21.9
Award Date12/05/2018
Closeout Date01/21/2021
Work DescriptionRAMP METERING, AND RAMP METERING
Location DescriptionALMEDA COUNTY FROM 0.3 MILE SOUTH OF SCOTT CREEK ROAD UNDERCROSSING TO 0.3 MILE NORTH OF ALCOSTA BLVD OVERCROSSING
QA Service Level1 (Verified on 12/13/2018)

Sample Information

Sample Taken Date12/16/2019 Sample Unique Key28
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 typeQuality Assurance A brief description of the sampleSand
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 samplerConsultant Telephone number of sampler
Laboratory sample identification20-PCCF-0020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHanson Sunol Transportation Laboratory (TL) Numberc934606
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)90-01-0011
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 collectednot provided
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: 2019-12-16-28
DIME Test ID: 2019-12-16-28-2
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: 1.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2020