DIME - Test Summary

Summary for Test 2022-09-06-18-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092
DIST-CO-RTE-PM	05-MON-101-R36.9/47.7
Award Date	01/16/2019
Closeout Date	01/11/2024
Work Description	CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description	MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level	1 (Verified on 10/11/2018)

Sample Taken Date	09/06/2022	Sample Unique Key	18
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	09/06/2022
Sample type	Quality Assurance	A brief description of the sample	OHL - 1.5" LCB Aggs
The quantity of what the sample constitutes	500 cy	From where was the sample collected	Source
First name of sampler or witnessed by	Salvador	Last name of sampler or witnessed by	Zepeda
Title of sampler	Contract Tester	Telephone number of sampler	559-473-8770
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	OHL - Stockpile LCB	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)	n/a
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	Off the feed belt headed into the hopper.
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-09-06-18

DIME Test ID: 2022-09-06-18-1

Testing Lab: CT D05 - Big Sur Field Laboratory

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

Test Release Date: 2022-09-07

What size aggregate is being tested?: Combined Gradation

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: Salvador Zepeda

Date of test: 09/06/2022

Cumulative percent passing the 3 in. sieve: 100 %

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

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 96 %

Cumulative percent passing the 1 in. sieve: 89 %

Cumulative percent passing the 3/4 in. sieve: 81 %

Cumulative percent passing the 1/2 in. sieve: 62 %

Cumulative percent passing the 3/8 in. sieve: 52 %

Cumulative percent passing the #4 sieve: 31 %

Cumulative percent passing the #8 sieve: 79 %

Cumulative percent passing the #16 sieve: 67 %

Cumulative percent passing the #30 sieve: 57 %

Cumulative percent passing the #50 sieve: 42 %

Cumulative percent passing the #100 sieve: 23 %

Cumulative percent passing the #200 sieve: 15 %

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

Test was verified on 9/7/2022 ✔