Test 2016-12-01-8-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
Sample Information
Sample Taken Date12/1/2016 Sample Unique Key8
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 testing3/14/2017
Sample typeAnnual Source Testing A brief description of the sample1 1/2 x 4 PCC Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byPlant Last name of sampler or witnessed byPersonel
Title of samplerUnknown Laboratory sample identification17CPCC-0105
The fabricator/manufacturer/facility nameCemex Clayton Transportation Laboratory (TL) NumberC859787
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-07-0004::CLAYTON
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 @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-12-01-8
DIME Test ID: 2016-12-01-8-1
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: 2017-06-09
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 05/26/2017
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate:8.1 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum):no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum):no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/09/2017