Test 2018-02-27-15-2 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Sample Information
Sample Taken Date2/27/2018 Sample Unique Key15
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 testing2/27/2018
Sample typeVerification A brief description of the sample5/8 inch Untreated Aggregate
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed byCheryl Last name of sampler or witnessed byAbraham
Title of samplerUnknown Laboratory sample identificationD77292A
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852088
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)91-45-0057::SHASTA RANCH AGGREGATES
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 @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID
Test Details
DIME Sample ID: 2018-02-27-15
DIME Test ID: 2018-02-27-15-2
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: 2018-04-13
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 04/13/2018
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:1.0 %
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 04/13/2018