DIME - Test Summary

Summary for Test 2023-04-11-7-3

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994078 DEA: 060X7604 EFIS: 0618000129
DIST-CO-RTE-PM	06-KER-119-0.2/0.6
Award Date	09/26/2022
Closeout Date	04/08/2024
Work Description	INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY.
Location Description	KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET
QA Service Level	1 (Verified on 07/11/2022)

Sample Taken Date	04/11/2023	Sample Unique Key	7
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	04/11/2023
Sample type	Acceptance	A brief description of the sample	Class 2 Aggregate Base
The quantity of what the sample constitutes	3 bags of Class 2 AB	From where was the sample collected	Job Site
First name of sampler or witnessed by	Bernard	Last name of sampler or witnessed by	Guinto
Title of sampler	Inspector	Telephone number of sampler	6613324272
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	jobsite Rte 119	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)	91-15-0114
The fabricator's/manufacturer's product name for the sample	Solari Granite	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	windrow at the jobsite
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-04-11-7

DIME Test ID: 2023-04-11-7-3

Testing Lab: CT D06 - Bakersfield Field Laboratory

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

Test Release Date: 2023-04-11

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?: Yes

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

Input Type: Calculated

Tester's full name: Kulwinder Rai

Date of test: 04/11/2023

Cumulative percent passing the 3/8 in. sieve: 61 %

Cumulative percent passing the #4 sieve: 38 %

Cumulative percent passing the #8 sieve: 31 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 5 %

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

Test was verified on 4/11/2023 ✔