DIME - Test Summary

Summary for Test 2021-10-10-2-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
DIST-CO-RTE-PM	04-ALA-84,680-17.9/21
Award Date	02/19/2021
Closeout Date	Not set
Work Description	ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description	ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level	1 (Verified on 11/04/2019)

Sample Taken Date	10/10/2021	Sample Unique Key	2
Date that the sample was received by the laboratory/organization performing the testing	10/10/2021	Sample type	Quality Control
A brief description of the sample	Course aggregate	The quantity of what the sample constitutes	weeks production
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Mike
Last name of sampler or witnessed by	Kocunik	Title of sampler	Lab Manager
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Teichert Aggregates
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)	91-34-0045::ASPEN IV SOUTH
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	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-10-10-2

DIME Test ID: 2021-10-10-2-1

Testing Lab: Rinker Materials

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

Test Release Date: 2021-10-20

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):

Input Type: Calculated

Tester's full name: Joe Buckley

Date of test: 10/10/2021

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: 100 %

Cumulative percent passing the 3/8 in. sieve: 97 %

Cumulative percent passing the #4 sieve: 11 %

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

Test was verified on 10/20/2021 ✔