DIME - Test Summary

Summary for Test 2022-12-12-9-3

Test performed: CTM 227-December 2014

Project Identifiers	Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
DIST-CO-RTE-PM	06-KER-99-10.4/21.2
Award Date	12/08/2020
Closeout Date	Not set
Work Description	CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description	KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level	1 (Verified on 09/14/2020)

Sample Taken Date	12/12/2022	Sample Unique Key	9
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	12/14/2022
Sample type	Quality Control	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	1 per batch	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Rickey	Last name of sampler or witnessed by	Guevara
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Holiday Rock - Bakersfield	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)	91-15-0080
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	belt cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2022-12-12-9

DIME Test ID: 2022-12-12-9-3

Testing Lab: Sequoia Consultants

Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)

Test Release Date: 2022-12-20

Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.

Input Type: Calculated

Tester's full name: Alex Lazcano

Date of test: 12/14/2022

Cleanness value (11/2 in. maximum aggregate mix): 86

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

Test was verified on 12/20/2022 ✔