DIME - Test Summary

Summary for Test 2022-03-31-15-2

Test performed: CTM 217-June 2011

Project Identifiers	Project ID: 215050 DEA: 080R1424 EFIS: 0815000201
DIST-CO-RTE-PM	08-SBD-40-R125.0/R154.6
Award Date	08/26/2020
Closeout Date	11/01/2022
Work Description	ROADWAY EXCAVATION, IMPORT BORROW AND REGRADE THE MEDIAN SLOPE.
Location Description	SAN BERNARDINO COUNTY FROM 4.5 MILES EAST OF HOMER WASH BRIDGE TO ARIZONA STATE LINE
QA Service Level	1 (Verified on 06/23/2021)

Sample Taken Date	03/31/2022	Sample Unique Key	15
Date that the sample was received by the laboratory/organization performing the testing	04/04/2022	Sample type	Quality Control
A brief description of the sample	Concrete Aggregates	The quantity of what the sample constitutes	1 per day
From where was the sample collected	Source	First name of sampler or witnessed by	Omar
Last name of sampler or witnessed by	Valdez	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Cemex - Bullhead City
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	CM2056
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	At the plant
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	Not set

DIME Sample ID: 2022-03-31-15

DIME Test ID: 2022-03-31-15-2

Testing Lab: Sequoia Consultants

Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent

Test Release Date: 2022-04-06

Number of tests: 2

Input Type: Calculated

Tester's full name: Jairo Zepeda

Date of test: 04/01/2022

Temperature correction: 0

Temperature of solution: 72

Clay reading (test 1): 4.2

Sand reading (test 1): 3.6

Clay reading (test 2): 4.3

Sand reading (test 2): 3.8

Sand equivalent (test 1): 86

Sand equivalent (test 2): 89

Sand equivalent before temperature correction: 88

Sand equivalent after temperature correction: 88

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

Test was verified on 4/6/2022 ✔