Test 2017-05-18-13-2 (AASHTO T104-11) Summary

Project Information
Project IdentifiersProject ID: 211872
DEA: 022H3604
EFIS: 0216000090
DIST-CO-RTE-PM02-SHA-5-1.8/R6.5
Work DescriptionCOLD PLANE AC,RHMA-O,HMA,REPLACE AC SURFACING,GUARDRAILING,STRIPING
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF NORTH COTTONWOOD UNDERCROSSING TO 0.2 MILE SOUTH OF RIVERSIDE AVENUE OVERCROSSING
Sample Information
Sample Taken Date5/18/2017 Sample Unique Key13
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 testing5/18/2017
Sample typeVerification A brief description of the sampleSized, Untreated, Virgin Aggregates
The quantity of what the sample constitutesJMF Verification 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 identificationD76940, 17-0216
The fabricator/manufacturer/facility nameFawndale Rock Quarry Transportation Laboratory (TL) Number002254
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeJob Mix Formula Partial Source Identification (SMARA or name of Pit)SMARA ID No. 91-45-0017
The fabricator's/manufacturer's product name for the sample3/4 inch Type A HMA The fabricator/manufacturer designation for the sample17dash1001dot290
The plant numberUnknown A detailed description of where the material sample was collectedStockpiles
Where the material sample would have been placed if not sampledUnknown Superpave or Non-superpave MixSuperpave
JMF Verification ID
Test Details
DIME Sample ID: 2017-05-18-13
DIME Test ID: 2017-05-18-13-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T104-11: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2017-07-24
Test Results

What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/24/2017
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Previously used
Mass of sample retained on the 2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/4 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 669.4 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 330.3 grams
Mass of sample retained on the #4 sieve (before immersion): no data
Mass of sample retained on the #4 sieve (before immersion): 299.3 grams
Mass of sample retained on the #8 sieve (before immersion): 100 grams
Mass of sample retained on the #16 sieve (before immersion): 100 grams
Mass of sample retained on the #30 sieve (before immersion): 100 grams
Mass of sample retained on the #50 sieve (before immersion): 100.1 grams
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve:0 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve:0 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve:1 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse):1 %
Percent loss from sample retained on the No. 4 x 8 sieve (fine):0 %
Percent loss from sample retained on the No. 8 x 16 sieve:3 %
Percent loss from sample retained on the No. 16 x 30 sieve:2 %
Percent loss from sample retained on the No. 30 x 50 sieve:4 %
Percent loss from sample retained on the #50 sieve:7 %
Percent of split particles between 3/4 in and 1 1/2 in.:0 %
Percent of crumbled particles between 3/4 in and 1 1/2 in.:0 %
Percent of cracked particles between 3/4 in and 1 1/2 in.:0 %
Percent of flaked particles between 3/4 in and 1 1/2 in.:0 %
Percent of split particles between 1 1/2 in and 2 1/2 in.:0 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.:0 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in.:0 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in.:0 %
Coarse weighted average loss:no data
Fine weighted average loss:no data
General comments (publicly viewable) (Max 1000 characters): Coarse weighted average is 0.6% Fine weighted average is 3.1%

Test was verified on 07/24/2017