Test 2015-11-18-6-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 210369
DEA: 042J2004
DIST-CO-RTE-PM04-SCL-152-30.4/35.2
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HOT MIX ASPHALT.
Location DescriptionSANTA CLARA COUNTY 20 MILES EAST OF GILROY FROM PACHECO CREEK TO SANTA CLARA / MERCED COUNTY LINE
Sample Information
Sample Taken Date11/18/2015 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 testing1/21/2016
Sample typeAnnual Source Testing A brief description of the sample3/8 PCC Aggregate
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byCesar Last name of sampler or witnessed byRamirez
Title of samplerConsultant Laboratory sample identification16CPCC-0027
The fabricator/manufacturer/facility nameTriangle Rock Los Banos Transportation Laboratory (TL) Numberc931556
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)91-24-0009
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: 2015-11-18-6
DIME Test ID: 2015-11-18-6-1
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: 2016-02-25
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 02/16/2016
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:7.7 %
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 02/25/2016