Summary for Test 2016-06-20-7-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 210495
DEA: 010A5204
EFIS: 0100020425
DIST-CO-RTE-PM01-HUM-299-R21.1/R21.5
Award Date07/10/2015
Closeout Date06/27/2017
Work DescriptionWIDEN ROADWAY WITH HMA AND AB, CONSTRUCT MSE AND MGS
Location DescriptionHUMBOLDT COUNTY ABOUT 16 MILES EAST OF BLUE LAKE FROM 0.5 TO 0.9 MILE EAST OF CHEZEM ROAD
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date06/20/2016 Sample Unique Key7
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 testing06/24/2016
Sample typeAcceptance A brief description of the sample3/4 Aggregate Base
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byKat Last name of sampler or witnessed byEagan
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification16CPCC-0270 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameGRS Plant Transportation Laboratory (TL) Numberc637652
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
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 collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID

Test Details

DIME Sample ID: 2016-06-20-7
DIME Test ID: 2016-06-20-7-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2016-07-22

Test Results


What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/22/2016
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 #4 sieve: no data
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 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
Weighted Average Percent Loss of Fine Aggregate:3.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/22/2016