Summary for Test 2017-01-18-14-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 210652
DEA: 06360234
EFIS: 0612000241
DIST-CO-RTE-PM06-TUL-99-35.2/R37.3
Award Date10/15/2015
Closeout Date08/24/2018
Work DescriptionWIDEN HIGHWAY FROM 4-LANES TO 6-LANE.
Location DescriptionON ROUTE 99 IN TULARE COUNTY NEAR VISALIA FROM 1.2 MILE SOUTH OF AVENUE 280 OC (BR NO.46-195) TO 0.9MILE SOUTH OF WEST VISALIA OH (BR NO.46-226)
QA Service Level1 (Verified on 07/21/2015)

Sample Information

Sample Taken Date01/18/2017 Sample Unique Key14
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 testing02/14/2017
Sample typeAnnual Source Testing A brief description of the sample3/8 PCC Aggregates
The quantity of what the sample constitutes4 bags From where was the sample collectedSource
First name of sampler or witnessed byAllen Last name of sampler or witnessed byOliver
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identification17CPCC-0016 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namePorterville Rock Transportation Laboratory (TL) NumberC812803B
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)91-54-0022
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 Size3/8 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID

Test Details

DIME Sample ID: 2017-01-18-14
DIME Test ID: 2017-01-18-14-1
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: 2017-05-02

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 04/10/2017
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:5.0 %
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 4/25/2017