DIME - Test Summary

Summary for Test 2023-06-19-82-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994309 DEA: 033H5404 EFIS: 0318000012
DIST-CO-RTE-PM	03-BUT-70-46.0/47.0
Award Date	02/10/2023
Closeout Date	Not set
Work Description	RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description	BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
QA Service Level	1 (Verified on 10/04/2022)

Sample Taken Date	06/19/2023	Sample Unique Key	82
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	06/19/2023
Sample type	Quality Control	A brief description of the sample	Weekly aggregate sample
The quantity of what the sample constitutes	27 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Trent	Last name of sampler or witnessed by	Erbele
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Kie-Con	Transportation Laboratory (TL) Number
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)	91-07-0003
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	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-06-19-82

DIME Test ID: 2023-06-19-82-1

Testing Lab: Kie-Con, Incorporated - Antioch

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

Test Release Date: 2024-08-21

What type of gradation is being tested?: 0.5 in. x No. 4 - Coarse Aggregate

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

Has the fine aggregate sample been reduced? (question for combined gradation type): No

Input Type: Calculated

Tester's full name: Trent Erbele

Date of test: 06/19/2023

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

Cumulative percent passing the 1/2 in. sieve: 92 %

Cumulative percent passing the 3/8 in. sieve: 64 %

Cumulative percent passing the #4 sieve: 10 %

Cumulative percent passing the #8 sieve: 6 %

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

Test was verified on 8/21/2024 ✔