Test 2020-10-07-43-1 (ASTM C88-5) Summary

Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date10/7/2020 Sample Unique Key43
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/9/2020
Sample typeAggregate Prequalification Program A brief description of the sampleSplit samples of 1", 3/8" & washed concrete sand
The quantity of what the sample constitutes10 5 gallon buckets of each material From where was the sample collectedSource
First name of sampler or witnessed byShon Last name of sampler or witnessed byFlores
Title of samplerTechnical Services Technician Laboratory sample identification1707511
The fabricator/manufacturer/facility nameCoast Aggregates, Big Rock Transportation Laboratory (TL) NumberTwining Long Beach
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameN / A
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0054
The fabricator's/manufacturer's product name for the sampleBig Rock C33 Samples The fabricator/manufacturer designation for the sampleBig Rock C33 Split Sample
The plant numberNA A detailed description of where the material sample was collectedFrom stockpiles at source
Where the material sample would have been placed if not sampledLoaded into Transportation Units Primary Aggregate Nominal Size1 inch
The concrete mix design numberNA Lot number1
Sublot number1 HMA Design ID
Test Details
DIME Sample ID: 2020-10-07-43
DIME Test ID: 2020-10-07-43-1
Testing Lab: Coast Aggregates
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2021-09-20
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Brandon Agles
Date of test: 10/20/2020
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Mass of sample retained on the 3.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2.5 in. sieve (before immersion): 0 grams
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): 60.12 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 461.42 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 331.02 grams
Mass of sample retained on the #4 sieve (before immersion): 21.14 grams
Percent loss from sample retained on the 3.5 in. sieve:0 %
Percent loss from sample retained on the 3.0 in. sieve:0 %
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve:0 %
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:0 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse):0 %
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 %
Percent of split particles between 2 1/2 in and 3 in.:0 %
Percent of crumbled particles between 2 1/2 in and 3 in.:0 %
Percent of cracked particles between 2 1/2 in and 3 in.:0 %
Percent of flaked particles between 2 1/2 in and 3 in.:0 %
Percent of split particles between 3 in and 3 1/2 in.:0 %
Percent of crumbled particles between 3 in and 3 1/2 in.:0 %
Percent of cracked particles between 3 in and 3 1/2 in.:0 %
Percent of flaked particles between 3 in and 3 1/2 in.:0 %
Percent of split particles between 3 1/2 in and 4 in.:0 %
Percent of crumbled particles between 3 1/2 in and 4 in.:0 %
Percent of cracked particles between 3 1/2 in and 4 in.:0 %
Percent of flaked particles between 3 1/2 in and 4 in.:0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/20/2021