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Summary for Test 2023-08-25-28-4

Test performed: ASTM C88-5

Project Information

Project Identifiers	Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
DIST-CO-RTE-PM	01-HUM-299-30.7/33.4
Award Date	11/23/2022
Closeout Date	Not set
Work Description	Project Name: HUM-299 Curve Improvement
Location Description	HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level	1 (Verified on 07/29/2022)

Sample Information

Sample Taken Date	08/25/2023	Sample Unique Key	28
Date that the sample was received by the laboratory/organization performing the testing	08/28/2023	Sample type	Per Request
A brief description of the sample	1x4 Aggregates	The quantity of what the sample constitutes	3 bags coarse aggregate
From where was the sample collected	Supplier	First name of sampler or witnessed by	Sherri
Last name of sampler or witnessed by	Brannon	Title of sampler	QAI
Telephone number of sampler		Laboratory sample identification	23-PCCC-0162
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Folsom Ready Mix
Transportation Laboratory (TL) Number	na	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
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-25-28

DIME Test ID: 2023-08-25-28-4

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

Test Release Date: 2024-08-13

Test Results

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 09/21/2023

What type of solution was used?: Sodium sulfate

What was the condition of the solution?: Freshly prepared

Mass of sample retained on the 3.5 in. sieve (before immersion): 0 grams

Mass of sample retained on the 3 in. sieve (before immersion): 0 grams

Mass of sample retained on the 2.5 in. sieve (before immersion): 0 grams

Mass of sample retained on the 2 in. sieve (before immersion): 0 grams

Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams

Mass of sample retained on the 1 in. sieve (before immersion): 0 grams

Mass of sample retained on the 3/4 in. sieve (before immersion): 510.9 grams

Mass of sample retained on the 1/2 in. sieve (before immersion): 671 grams

Mass of sample retained on the 3/8 in. sieve (before immersion): 331.4 grams

Mass of sample retained on the #4 sieve (before immersion): 301.1 grams

Percent loss from sample retained on the 3.5 in. sieve: 0 %

Percent loss from sample retained on the 3.0 in. sieve: 0 %

Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve: 0 %

Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve: 4 %

Percent loss from sample retained on the ¾ in. x ⅜ in. sieve: 2 %

Percent loss from sample retained on the ⅜ in. x No. 4 sieve: 4 %

Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 0 %

Percent of split particles between 3/4 in and 1 1/2 in.: 0 %

Percent of crumbled particles between 3/4 in and 1 1/2 in.: 0 %

Percent of cracked particles between 3/4 in and 1 1/2 in.: 0 %

Percent of flaked particles between 3/4 in and 1 1/2 in.: 0 %

Percent of split particles between 1 1/2 in and 2 1/2 in.: 0 %

Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: 0 %

Percent of cracked particles between 1 1/2 in and 2 1/2 in.: 0 %

Percent of flaked particles between 1 1/2 in and 2 1/2 in.: 0 %

Percent of split particles between 2 1/2 in and 3 in.: 0 %

Percent of crumbled particles between 2 1/2 in and 3 in.: 0 %

Percent of cracked particles between 2 1/2 in and 3 in.: 0 %

Percent of flaked particles between 2 1/2 in and 3 in.: 0 %

Percent of split particles between 3 in and 3 1/2 in.: 0 %

Percent of crumbled particles between 3 in and 3 1/2 in.: 0 %

Percent of cracked particles between 3 in and 3 1/2 in.: 0 %

Percent of flaked particles between 3 in and 3 1/2 in.: 0 %

Percent of split particles between 3 1/2 in and 4 in.: 0 %

Percent of crumbled particles between 3 1/2 in and 4 in.: 0 %

Percent of cracked particles between 3 1/2 in and 4 in.: 0 %

Percent of flaked particles between 3 1/2 in and 4 in.: 0 %

General comments (publicly viewable) (Max 1000 characters): 2.9% weighted % loss; Qualitative analysis not required

Test was verified on 8/13/2024 ✔