DIME - Test Summary

Summary for Test 2023-11-21-76-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994245 DEA: 051H4304 EFIS: 0516000073
DIST-CO-RTE-PM	05-SB-101-21.4/21.9
Award Date	03/02/2023
Closeout Date	Not set
Work Description	San Jose Creek Bridge replacement
Location Description	SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE
QA Service Level	1 (Verified on 09/19/2022)

Sample Taken Date	11/21/2023	Sample Unique Key	76
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	11/21/2023
Sample type	Quality Control	A brief description of the sample	1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand
The quantity of what the sample constitutes	1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Benjamin	Last name of sampler or witnessed by	Aragon
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Con-Fab California, LLC Shafter	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Con-Fab California, LLC
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 at the Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-21-76

DIME Test ID: 2023-11-21-76-1

Testing Lab: Con-Fab California, LLC

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-06-11

What type of gradation is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Has the fine aggregate sample been reduced? (question for combined gradation type): Yes

Input Type: Calculated

Tester's full name: Patrick Baddu

Date of test: 11/21/2023

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 94.1 %

Cumulative percent passing the 3/8 in. sieve: 73.1 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 45.1 %

Cumulative percent passing the #16 sieve: 32.3 %

Cumulative percent passing the #30 sieve: 23.5 %

Cumulative percent passing the #50 sieve: 11.7 %

Cumulative percent passing the #100 sieve: 3.8 %

Cumulative percent passing the #200 sieve: 1.5 %

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

Test was verified on 6/11/2024 ✔