Test 2013-05-02-3096-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 7974
DEA: 024E9504
EFIS: 0212120112
DIST-CO-RTE-PM02-SHA-44-R4.3/R7.4
Work DescriptionTHIN BLANKET OVERLAY
Location DescriptionSHASTA COUNTY AT AND NEAR PALO CEDRO FROM STILLWATER CREEK BRIDGE TO COW CREEK BRIDGE
Sample Information
Sample Taken Date5/2/2013 Sample Unique Key3096
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 testing5/9/2013
Sample typePer Request A brief description of the samplethree quarter inch HMA Type A
The quantity of what the sample constitutes1 box From where was the sample collectedSource
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of samplerTET Laboratory sample identificationC847777 - AG13ASPH-0202
The fabricator/manufacturer/facility nameTullis Inc., Shasta Ranch Agg., Anderson, Ca 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)91-45-0057
The fabricator's/manufacturer's product name for the sampleCombined Virgin Aggregate The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedstockpiles
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: 2013-05-02-3096
DIME Test ID: 2013-05-02-3096-1
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: 2013-05-23
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 05/23/2013
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:0.7 %
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 05/23/2013