Test 2015-11-13-6-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 210217
DEA: 051A7204
EFIS: 0512000012
DIST-CO-RTE-PM05-SB-101-21.0/27.1
Work DescriptionCOLD PLANE AND OVERLAY EXISTING ROADBED WITH RHMA-G.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR GOLETA FROM MARIA YGNACIO CREEK BRIDGE TO 0.2 MILE NORTH OF CATHEDRAL OAKS OVERCROSSING
Sample Information
Sample Taken Date11/13/2015 Sample Unique Key6
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 testing12/21/2015
Sample typeAcceptance A brief description of the sample1/2
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byDH Last name of sampler or witnessed byRamirez
Title of samplerUnknown Laboratory sample identification15CPCC-0458
The fabricator/manufacturer/facility nameCal Portland Garey Plant Transportation Laboratory (TL) NumberC755396
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)91-42-0014
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 Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2015-11-13-6
DIME Test ID: 2015-11-13-6-1
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: 2015-12-21
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 12/21/2015
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:8.4 %
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 12/21/2015