DIME - Test Summary

Summary for Test 2020-05-22-19-2

Test performed: AASHTO T104-99r16

Project Identifiers	Project ID: 212866 DEA: 021H9704 EFIS: 0216000051
DIST-CO-RTE-PM	02-TEH-36-12.6/13.1
Award Date	11/25/2019
Closeout Date	10/06/2020
Work Description	CURVE REALIGNMENT AND HMA PAVING.
Location Description	TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level	1 (Verified on 01/08/2019)

Sample Taken Date	05/22/2020	Sample Unique Key	19
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 testing	05/22/2020
Sample type	Verification	A brief description of the sample	5/8″ Sized Untreated Virgin Aggregate
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	Karen	Last name of sampler or witnessed by	Spliethof
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78446A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shasta Ranch Aggregates - Anderson, CA	Transportation Laboratory (TL) Number	897709
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-45-0057
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Sized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	JMF 20-10-S1	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-22-19

DIME Test ID: 2020-05-22-19-2

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

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: 2020-08-11

Percentage of the total sample represented by each size

Size of aggregate being tested: Coarse 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: Bang Nguyen/ Ryan Kester

Date of test: 08/11/2020

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: 0.96 %

Percentage of ⅜ inch x No. 4 material loss: 0.69 %

Coarse weighted average loss: 0.9 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/11/2020 ✔