Test 2019-07-08-8-10 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 213690
DEA: 07312804
EFIS: 0715000069
DIST-CO-RTE-PM07-LA-14-R35.0/R53.5
Work DescriptionCONSTRUCT STORM WATER TREATMENT BMP AND DRAINAGE SYSTEM
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE SOUTH OF SOLEDAD CANYON ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF MOUNTAIN SPRINGS ROAD OVERCROSSING
Sample Information
Sample Taken Date7/8/2019 Sample Unique Key8
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 testing7/8/2019
Sample typeAnnual Source Testing A brief description of the sample1.0" PCC Aggregate
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byStefan Last name of sampler or witnessed byReder
Title of samplerQC Manager Laboratory sample identification8636
The fabricator/manufacturer/facility nameHi-Grade Littlerock Transportation Laboratory (TL) Number8636
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)91-19-0026::LITTLE ROCK QUARRY
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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-07-08-8
DIME Test ID: 2019-07-08-8-10
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-07-25
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nader Rashidi-Ghader
Date of test: 07/23/2019
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:4.8 %
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):

Test was verified on 07/25/2019