Test 2014-04-09-8842-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209055
DEA: 02360704
EFIS: 0200000262
DIST-CO-RTE-PM02-SHA-299-30.3/40.7
Work DescriptionREPAIR ROADWAY WITH SUPERPAVE HMA OVER AB.
Location DescriptionSHASTA COUNTY AT AND NEAR BELLA VISTA FROM 0.3 MILE EAST OF INTERMOUNTAIN ROAD TO 0.2 MILE WEST OF BACKBONE RIDGE ROAD
Sample Information
Sample Taken Date4/9/2014 Sample Unique Key8842
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 testing5/9/2014
Sample typeAnnual Source Testing A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byLockett
Title of samplerCGI Lab Manager Laboratory sample identification14ASPH-0230 C847781
The fabricator/manufacturer/facility nameFawndale Rock Quarry / J.F. Shea 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)91-45-0017
The fabricator's/manufacturer's product name for the sample3/4 HMA The fabricator/manufacturer designation for the sampleNot set
The plant number91-45-0017 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: 2014-04-09-8842
DIME Test ID: 2014-04-09-8842-1
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: 2014-05-23
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ed Perez
Date of test: 05/23/2014
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:0.5 %
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): DIME software program is not currently set up to report AASHTO T-104 results.

Test was verified on 05/23/2014