Test 2014-08-14-21-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209065
DEA: 050G0704
EFIS: 0500000055
DIST-CO-RTE-PM05-SB-101-22.3/23.0
Work DescriptionUPGRADE DRAINAGE CULVERTS
Location DescriptionSANTA BARBARA COUNTY IN GOLETA FROM 0.2 MILE EAST TO 0.7 MILE WEST OF FAIRVIEW AVENUE OVERCROSSING
Sample Information
Sample Taken Date8/14/2014 Sample Unique Key21
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 testing9/12/2014
Sample typeAnnual Source Testing A brief description of the sample1x4
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byStinnett
Title of samplerUnknown Laboratory sample identification14CPCC-0296 C760326
The fabricator/manufacturer/facility nameVulcan Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0019
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 collectedC Belt
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-08-14-21
DIME Test ID: 2014-08-14-21-1
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: 2014-09-17
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 09/05/2014
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:3.7 %
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 09/17/2014