Test 2021-01-15-10-1 (ASTM C88-5) Summary

Project Information
Project IdentifiersProject ID: 215108
DEA: 07337604
EFIS: 0717000036
DIST-CO-RTE-PM07-LA-14-R28.9/R29.2
Work DescriptionREPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Sample Information
Sample Taken Date1/15/2021 Sample Unique Key10
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 testing1/18/2021
Sample typeAggregate Prequalification Program A brief description of the sample1-1/2"x3/4"
The quantity of what the sample constitutes300 lbs From where was the sample collectedSource
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of samplerTechnician Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construction - Big Rock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-01-15-10
DIME Test ID: 2021-01-15-10-1
Testing Lab: Granite Construction - Santa Paula
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2021-02-19
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Brian Vollnogle
Date of test: 01/25/2021
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): 1538 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 0 grams
Mass of sample retained on the #4 sieve (before immersion): 0 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:1 %
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 02/19/2021