Test 2013-05-01-13066365-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 7241
DEA: 060E0404
EFIS: 0600000043
DIST-CO-RTE-PM06-MAD-99-905/13.1
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionIN MADERA COUNTY IN AND NEAR MADERA FROM 0.3 MILE SOUTH OF SOUTH MADERA OVERCROSSING TO 0.4 MILE NORTH OF AVENUE 16 OVERCROSSING
Sample Information
Sample Taken Date5/1/2013 Sample Unique Key13066365
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 testing4/16/2013
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 byMike Last name of sampler or witnessed byHoldridge
Title of samplerTET Laboratory sample identificationC787041A 13CPCC-0183
The fabricator/manufacturer/facility nameJaxon enterprise 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)Le Grand
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-05-01-13066365
DIME Test ID: 2013-05-01-13066365-1
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: 2013-05-01
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/01/2013
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:3.6 %
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 250 characters):

Test was verified on 05/01/2013