DIME - Test Summary

Summary for Test 2022-10-29-6-4

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195
DIST-CO-RTE-PM	11-SD-5-R37.4/R52.6
Award Date	Not set
Closeout Date	Not set
Work Description	CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location Description	IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
QA Service Level	1 (Verified on 09/23/2021)

Sample Taken Date	10/29/2022	Sample Unique Key	6
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	10/29/2022
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	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	Cal portland	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)	91-33-0073
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: 2022-10-29-6

DIME Test ID: 2022-10-29-6-4

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-11-09

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?: Yes

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

Input Type: Calculated

Tester's full name: Larry Fukushima

Date of test: 11/03/2022

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

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 87 %

Cumulative percent passing the 1/2 in. sieve: 36 %

Cumulative percent passing the 3/8 in. sieve: 17 %

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 11/9/2022 ✔