Test 2013-04-08-10137582-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 8233
DEA: 024F1704
EFIS: 0212000120
DIST-CO-RTE-PM02-TRI-3-0.5/6.6
Work DescriptionHOT MIX ASPHALT OVERLAY
Location DescriptionTRINITY COUNTY AT AND NEAR PEANUT FROM DOBBINS GULCH BRIDGE TO 0.3 MILE NORTH OF MORGAN HILL ROAD
Sample Information
Sample Taken Date4/8/2013 Sample Unique Key10137582
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 testing5/23/2013
Sample typePer Request A brief description of the samplehalf inch HMA Type A
The quantity of what the sample constitutes1 box From where was the sample collectedSource
First name of sampler or witnessed byCheryl Last name of sampler or witnessed byAbraham
Title of samplerTET Laboratory sample identificationC847776 - AG13ASPH-0201
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: 2013-04-08-10137582
DIME Test ID: 2013-04-08-10137582-1
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:0.6 %
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 1000 characters):

Test was verified on 05/23/2013