DIME - Test Summary

Summary for Test 2024-03-13-51-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994820 DEA: 060V1104 EFIS: 0616000208
DIST-CO-RTE-PM	06-FRE,KIN-5,41,198-Var
Award Date	08/31/2023
Closeout Date	05/09/2025
Work Description	STRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location Description	FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 09/20/2023)

Sample Taken Date	03/13/2024	Sample Unique Key	51
Date that the sample was received by the laboratory/organization performing the testing	03/13/2024	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: 2024-03-13-51

DIME Test ID: 2024-03-13-51-1

Testing Lab: Con-Fab California Corporation - Shafter

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

Test Release Date: 2024-06-12

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: 03/13/2024

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: 92.9 %

Cumulative percent passing the 3/8 in. sieve: 75.6 %

Cumulative percent passing the #4 sieve: 53.3 %

Cumulative percent passing the #8 sieve: 41.7 %

Cumulative percent passing the #16 sieve: 32.6 %

Cumulative percent passing the #30 sieve: 20.5 %

Cumulative percent passing the #50 sieve: 10.7 %

Cumulative percent passing the #100 sieve: 2.4 %

Cumulative percent passing the #200 sieve: 0.9 %

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

Test was verified on 6/12/2024 ✔