DIME - Test Summary

Summary for Test 2022-09-15-12-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993603 DEA: 051N7004 EFIS: 0521000081
DIST-CO-RTE-PM	05-SLO-166-16.0/21.0
Award Date	04/22/2022
Closeout Date	03/28/2023
Work Description	PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED).
Location Description	SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE.
QA Service Level	1 (Verified on 03/28/2022)

Sample Taken Date	09/15/2022	Sample Unique Key	12
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	09/15/2022
Sample type	Acceptance	A brief description of the sample	shoulder backing
The quantity of what the sample constitutes	170 tons	From where was the sample collected	Source
First name of sampler or witnessed by	Salvador	Last name of sampler or witnessed by	Lopez-zamora
Title of sampler	ARET	Telephone number of sampler	8057483854
Laboratory sample identification	334	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite bee rock	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)	91-42-0006
The fabricator's/manufacturer's product name for the sample	shoulder backing	The fabricator/manufacturer designation for the sample	2116-2116
The plant number		A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled	Hwy 166	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-09-15-12

DIME Test ID: 2022-09-15-12-2

Testing Lab: CT D05 - Santa Maria Field Laboratory

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

Test Release Date: 2022-09-19

What size aggregate is being tested?: Fine 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: Isaac Gleffe

Date of test: 09/19/2022

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 100 %

Cumulative percent passing the #8 sieve: 68 %

Cumulative percent passing the #16 sieve: 58 %

Cumulative percent passing the #30 sieve: 52 %

Cumulative percent passing the #50 sieve: 45 %

Cumulative percent passing the #100 sieve: 39 %

Cumulative percent passing the #200 sieve: 33 %

General comments (publicly viewable) (Max 1000 characters): Fine Aggs, complies

Test was verified on 9/19/2022 ✔