DIME - Test Summary

Summary for Test 2024-01-26-42-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994378 DEA: 040K6304 EFIS: 0416000111
DIST-CO-RTE-PM	04-NAP-29-16.4/19.0
Award Date	06/27/2023
Closeout Date	Not set
Work Description	BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING.
Location Description	NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG
QA Service Level	1 (Verified on 10/27/2022)

Sample Taken Date	01/26/2024	Sample Unique Key	42
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	01/26/2024
Sample type	Quality Assurance	A brief description of the sample	PCC Aggregates
The quantity of what the sample constitutes	10 CY	From where was the sample collected	Supplier
First name of sampler or witnessed by	Nick	Last name of sampler or witnessed by	Hall
Title of sampler	Lab Technician	Telephone number of sampler	7072999133
Laboratory sample identification	Con_24_38	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shamrock Napa Plant	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)	Cemex
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	Sampled from the Belt @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	D101C5E1	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-26-42

DIME Test ID: 2024-01-26-42-1

Testing Lab: CT D04 - Concord Field Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-02-06

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate

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

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Nicholas Hall

Date of test: 01/29/2024

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 99 %

Cumulative percent passing the 3/4 in. sieve: 88 %

Cumulative percent passing the 1/2 in. sieve: 41 %

Cumulative percent passing the 3/8 in. sieve: 16 %

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 2/6/2024 ✔