Summary for Test 2019-03-19-16-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212587
DEA: 06461504
EFIS: 0600020148
DIST-CO-RTE-PM06-TUL-190-0.0/8.0
Award Date11/29/2017
Closeout Date08/13/2020
Work DescriptionLANE AND SHOULDER WIDENING AND OVERLAY
Location DescriptionTULARE COUNTY NEAR TIPTON FROM 0.1 MILE WEST OF ROUTE 99 TO 0.1 MILE EAST OF ROAD 180
QA Service Level1 (Verified on 04/24/2018)

Sample Information

Sample Taken Date03/19/2019 Sample Unique Key16
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 testing04/05/2019
Sample typeQuality Control A brief description of the sampleCoarse PCC Aggregate
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byRuiz
Title of sampler Telephone number of sampler
Laboratory sample identification19-PCCC-0069 Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Rock Transportation Laboratory (TL) NumberC982515A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-54-0038::WILCOX MINE
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 numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-19-16
DIME Test ID: 2019-03-19-16-1
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: 2019-05-16

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 05/02/2019
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: 2.7 %
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 5/16/2019