DIME - Test Summary

Summary for Test 2022-02-01-50-3

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215257 DEA: 11056374 EFIS: 1117000087
DIST-CO-RTE-PM	11-SD-11-0.6/2.7
Award Date	02/16/2021
Closeout Date	Not set
Work Description	CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location Description	SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
QA Service Level	1 (Verified on 11/25/2020)

Sample Taken Date	02/01/2022	Sample Unique Key	50
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	02/01/2022
Sample type	Quality Control	A brief description of the sample	Concrete Aggregate
The quantity of what the sample constitutes	20 CY	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Rodrigo	Last name of sampler or witnessed by	Lupian
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Otay Plant	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Siempre Viva Rd Wing Wall 2 Footings

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-37-0020
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	conveyor belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	RRM 20045	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-02-01-50

DIME Test ID: 2022-02-01-50-3

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-04-21

What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Larry Fukushima

Date of test: 02/01/2022

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

Cumulative percent passing the 1 in. sieve: 95 %

Cumulative percent passing the 3/4 in. sieve: 71 %

Cumulative percent passing the 1/2 in. sieve: 29 %

Cumulative percent passing the 3/8 in. sieve: 13 %

Cumulative percent passing the #4 sieve: 4 %

Cumulative percent passing the #8 sieve: 3 %

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

Test was verified on 4/21/2022 ✔