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Summary for Test 2025-04-15-49-2

Test performed: AASHTO T104-99r16

Project Information

Project Identifiers	Project ID: 995524 DEA: 021H3604 EFIS: 0216000040
DIST-CO-RTE-PM	02-SIS-96-76.8/78.0
Award Date	03/22/2024
Closeout Date	12/29/2025
Work Description	REPLACE BRIDGE.
Location Description	SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level	1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date	04/15/2025	Sample Unique Key	49
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	04/15/2025
Sample type	Verification	A brief description of the sample	2 bags of 5/8″ Untreated Sized Virgin Aggregate
The quantity of what the sample constitutes	JMF Verification and Annual Soundness Testing	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Giuliano	Last name of sampler or witnessed by	Giuntoli
Title of sampler	JET	Telephone number of sampler
Laboratory sample identification	D79842A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Tullis — Northstate Asphalt (Redding, CA)	Transportation Laboratory (TL) Number	823562A
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-45-0061::Latona Aggregates (Anderson, CA)
The fabricator's/manufacturer's product name for the sample	5/8″	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-15-49

DIME Test ID: 2025-04-15-49-2

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: 2025-07-09

Test Results

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?: Freshly prepared

Number of immersion cycles performed: 5

Input Type: Measured

Tester's full name: Eddie Jabbour

Date of test: 07/08/2025

Percentage on the 2 ½ inch sieve: 0 %

Percentage on the 2 inch sieve: 0 %

Percentage on the 1 ½ inch sieve: 0 %

Percentage on the 1 inch sieve: 0 %

Percentage on the ¾ inch sieve: 0 %

Percentage on the ½ inch sieve: 21 %

Percentage on the ⅜ inch sieve: 43 %

Percentage on the No. 4 sieve: 30 %

Percentage on the No. 8 sieve: 2 %

Percentage on the No. 16 sieve: 1 %

Percentage on the No. 30 sieve: 0 %

Percentage on the No. 50 sieve: 0 %

Percentage passing the No. 50 sieve: 3 %

Mass grams of 2 ½ x 2 inch material tested: 0 g

Mass grams of 2 x 1 ½ inch material tested: 0 g

Number of 2 ½ x 1 ½ inch particles tested: 0

Mass of 2 ½ x 1 ½ material retained on the 1 ¼ inch sieve after testing: 0 g

Number of 2 ½ x 1 ½ inch particles exhibiting disintigrating distress: 0

Number of 2 ½ x 1 ½ inch particles exhibiting splitting distress: 0

Number of 2 ½ x 1 ½ inch particles exhibiting crumbling distress: 0

Number of 2 ½ x 1 ½ inch particles exhibiting cracking distress: 0

Number of 2 ½ x 1 ½ inch particles exhibiting flaking distress: 0

Mass grams of 1 ½ x 1 inch material tested: 0 g

Mass grams of 1 x ¾ inch material tested: 0 g

Number of 1 ½ x ¾ inch particles tested: 0

Mass of 1 ½ x ¾ material retained on the ⅝ inch sieve after testing: 0 g

Number of 1 ½ x ¾ inch particles exhibiting disintigrating distress: 0

Number of 1 ½ x ¾ inch particles exhibiting splitting distress: 0

Number of 1 ½ x ¾ inch particles exhibiting crumbling distress: 0

Number of 1 ½ x ¾ inch particles exhibiting cracking distress: 0

Number of 1 ½ x ¾ inch particles exhibiting flaking distress: 0

Mass grams of ¾ x ½ inch material tested: 673.5 g

Mass grams of ½ x ⅜ inch material tested: 331.4 g

Mass of ¾ x ⅜ material retained on the 5/16 inch sieve after testing: 995.5 g

Mass grams of ⅜ inch x No. 4 material tested: 302.2 g

Mass grams of ⅜ inch x No. 4 material retained on the No. 5 sieve after testing: 298.9 g

Mass grams of 2 ½ x 1 ½ inch material tested: 0 g

Percentage of 2 ½ x 1 ½ inch particles exhibiting disintigrating distress: 0 %

Percentage of 2 ½ x 1 ½ inch particles exhibiting splitting distress: 0 %

Percentage of 2 ½ x 1 ½ inch particles exhibiting crumbing distress: 0 %

Percentage of 2 ½ x 1 ½ inch particles exhibiting cracking distress: 0 %

Percentage of 2 ½ x 1 ½ inch particles exhibiting flaking distress: 0 %

Mass grams of 1 ½ x ¾ inch material tested: 0 g

Percentage of 1 ½ x ¾ inch particles exhibiting disintigrating distress: 0 %

Percentage of 1 ½ x ¾ inch particles exhibiting splitting distress: 0 %

Percentage of 1 ½ x ¾ inch particles exhibiting crumbing distress: 0 %

Percentage of 1 ½ x ¾ inch particles exhibiting cracking distress: 0 %

Percentage of 1 ½ x ¾ inch particles exhibiting flaking distress: 0 %

Mass grams of ¾ x ⅜ inch material tested: 1005 g

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 %

Percentage of ⅜ inch x No. 4 material loss: 1 %

Coarse weighted average loss: 1 %

General comments (publicly viewable) (Max 1000 characters): Due to Translab closure, sample tested at SRL

Test was verified on 7/9/2025 ✔