Test 2014-04-08-8344131-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 6959
DEA: 04297614
EFIS: 0400020580
DIST-CO-RTE-PM04-ALA-84-25.5/27.1
Work DescriptionWIDEN EXIST HWY AND BR; CONSTRUCT AN ACCESS BR AND RETAINING WALLS.
Location DescriptionALAMEDA COUNTY IN AND NEAR LIVERMORE FROM 0.4 MILE NORTH OF CONCANNON BOULEVARD TO JACK LONDON BOULEVARD
Sample Information
Sample Taken Date4/8/2014 Sample Unique Key8344131
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 testing3/17/2014
Sample typeAnnual Source Testing A brief description of the sample3/8/2014
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byRommel Last name of sampler or witnessed byPardo
Title of samplerNot set Laboratory sample identification14CPCC-0116 C738983
The fabricator/manufacturer/facility nameSanta Fe Aggregate 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)91-24-0045
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 collectedWinton Plant
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: 2014-04-08-8344131
DIME Test ID: 2014-04-08-8344131-1
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: 2014-04-08
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 04/08/2014
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:6.1 %
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 250 characters):

Test was verified on 04/08/2014