Test 2017-06-02-6-2 (AASHTO T104-11) Summary

Project Information
Project IdentifiersProject ID: 211871
DEA: 022H3304
DIST-CO-RTE-PM02-LAS,MOD-395-119.0/128.7,39.9/61.6
Work DescriptionASPHALT-RUBBER CHIP SEAL, REPLACE AC SURFACING, STRIPING
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 395 FROM 1.7 MILES SOUTH OF FILLMAN ROAD TO 0.4 MILE SOUTH OF ASH VALLEY ROAD AND FROM COUNTY ROAD 133A TO OREGON STATE LINE
Sample Information
Sample Taken Date6/2/2017 Sample Unique Key6
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 testing6/2/2017
Sample typeVerification A brief description of the samplevirgin aggregate
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed byDave Last name of sampler or witnessed byLockett
Title of samplerTester Laboratory sample identificationD76964, 17-0221
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number852336
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)91-25-0029
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedstockpiles
Where the material sample would have been placed if not sampledJMF Superpave or Non-superpave MixSuperpave
JMF Verification ID
Test Details
DIME Sample ID: 2017-06-02-6
DIME Test ID: 2017-06-02-6-2
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: 2017-07-31
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/31/2017
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): 668.6 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 332 grams
Mass of sample retained on the #4 sieve (before immersion): 299.3 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:5 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse):6 %
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
General comments (publicly viewable) (Max 1000 characters): Weighted average loss is 5.5%

Test was verified on 07/31/2017