Test 2017-05-17-15-7 (AASHTO T104-99r16) Summary

Project Information
Project IdentifiersProject ID: 212886
DEA: 023H1204
DIST-CO-RTE-PM02-TEH-5-R0.0/R22.4
Work DescriptionCOLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location DescriptionTEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
Sample Information
Sample Taken Date5/17/2017 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 testing5/5/2017
Sample typeVerification A brief description of the sampleLaboratory-Combined Untreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJoseph Last name of sampler or witnessed bySturges
Title of samplerPEI Tech Laboratory sample identificationD76918F
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number851339
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 sampleCombined Virgin Aggregate The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile at the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number17-04-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-21
Test Details
DIME Sample ID: 2017-05-17-15
DIME Test ID: 2017-05-17-15-7
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2018-07-13
Test Results

Percentage of the total sample represented by each size

Size of aggregate being tested: Coarse and Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/24/2017
Percentage of 2 ½ x 1 ½ material loss: no data
Percentage of 1 ½ x ¾ inch material loss: no data
Percentage of ¾ x ⅜ inch material loss: no data
Percentage of ⅜ inch x No. 4 material loss: no data
Percentage of No. 4 x 8 material loss: no data
Percentage of No. 8 x 16 material loss: no data
Percentage of No. 16 x 30 material loss: no data
Percentage of No. 30 x 50 material loss: no data
Coarse weighted average loss:0.7 %
Fine weighted average loss:5.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/13/2018