DIME - Test Summary

Summary for Test 2023-12-18-18-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 995083 DEA: 051R1604 EFIS: 0523000152
DIST-CO-RTE-PM	05-SB-101-82.18, 82.2/82.2
Award Date	Not set
Closeout Date	Not set
Work Description	Repair high-load hit
Location Description	Near Santa Maria, US101 and Clark Ave overcrossing.
QA Service Level	1 (Verified on 08/17/2023)

Sample Taken Date	12/18/2023	Sample Unique Key	18
Date that the sample was received by the laboratory/organization performing the testing	12/18/2023	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)	Confab Stockpile
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	VER-98LV	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-12-18-18

DIME Test ID: 2023-12-18-18-1

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: 2023-12-21

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): No

Input Type: Calculated

Tester's full name: Mark Patrick Baddu

Date of test: 12/19/2023

Cumulative percent passing the 2 in. sieve: 0 %

Cumulative percent passing the 1 1/2 in. sieve: 0 %

Cumulative percent passing the 1 in. sieve: 0 %

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

Cumulative percent passing the 1/2 in. sieve: 94.3 %

Cumulative percent passing the 3/8 in. sieve: 73.8 %

Cumulative percent passing the #4 sieve: 48.5 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 25.8 %

Cumulative percent passing the #30 sieve: 16.1 %

Cumulative percent passing the #50 sieve: 8.7 %

Cumulative percent passing the #100 sieve: 3.2 %

Cumulative percent passing the #200 sieve: 1.7 %

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

Test was verified on 12/21/2023 ✔