DIME - Test Summary

Summary for Test 2023-11-06-16-2

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994554 DEA: 032G7304 EFIS: 0322000152
DIST-CO-RTE-PM	03-SAC-5-0.0/3.6
Award Date	04/26/2023
Closeout Date	05/23/2025
Work Description	REPLACE CONCRETE SLABS WITH INDIVIDUAL PRECAST CONCRETE SLABS.
Location Description	SACRAMENTO COUNTY NEAR MOKELUMNE CITY FROM SACRAMENTO COUNTY LINE TO 0.5 MILE NORTH OF DIERSSEN ROAD OVERCROSSING
QA Service Level	1 (Verified on 05/15/2023)

Sample Taken Date	11/06/2023	Sample Unique Key	16
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	11/06/2023
Sample type	Quality Control	A brief description of the sample	1 bucket of 1/2", 3/8" and 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	Source
First name of sampler or witnessed by	Mark Patrick	Last name of sampler or witnessed by	Baddu
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	ConFab Lathrop	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)	11-06-2023
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 @ 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: 2023-11-06-16

DIME Test ID: 2023-11-06-16-2

Testing Lab: Con-Fab California Corporation - Lathrop

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

Test Release Date: 2023-11-08

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: Mark Patrick Baddu

Date of test: 11/08/2023

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: 93.1 %

Cumulative percent passing the 3/8 in. sieve: 73.9 %

Cumulative percent passing the #4 sieve: 47.8 %

Cumulative percent passing the #8 sieve: 37 %

Cumulative percent passing the #16 sieve: 26.2 %

Cumulative percent passing the #30 sieve: 16.8 %

Cumulative percent passing the #50 sieve: 9.1 %

Cumulative percent passing the #100 sieve: 4.1 %

Cumulative percent passing the #200 sieve: 2.2 %

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

Test was verified on 11/8/2023 ✔