Test 2019-04-25-14-6 (AASHTO T104-99r16) Summary

Project Information
Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Sample Information
Sample Taken Date4/25/2019 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 testing4/25/2019
Sample typeVerification A brief description of the sample3/4-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Laboratory sample identificationD77853F
The fabricator/manufacturer/facility nameShasta Ranch Aggregates Transportation Laboratory (TL) Number001903
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
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 sampleL190276
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-09-S1 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-63, JMF3513-2019-68, JMF3513-2020-193
Test Details
DIME Sample ID: 2019-04-25-14
DIME Test ID: 2019-04-25-14-6
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: 2019-06-21
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?: Previously used
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: HQ Agg
Date of test: 05/15/2019
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 1.1 %
Percentage of ⅜ inch x No. 4 material loss: 3.7 %
Percentage of No. 4 x 8 material loss: 5 %
Percentage of No. 8 x 16 material loss: 3.2 %
Percentage of No. 16 x 30 material loss: 5.8 %
Percentage of No. 30 x 50 material loss: 8.1 %
Coarse weighted average loss:2 %
Fine weighted average loss:5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/21/2019