DIME - Test Summary

Summary for Test 2023-12-13-14-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215420 DEA: 060R2104 EFIS: 0614000058
DIST-CO-RTE-PM	06-MAD-41-6.2/9.2
Award Date	01/18/2023
Closeout Date	Not set
Work Description	FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Location Description	MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
QA Service Level	1 (Verified on 01/06/2021)

Sample Taken Date	12/13/2023	Sample Unique Key	14
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	12/14/2023
Sample type	Acceptance	A brief description of the sample	Structure Backfill Material
The quantity of what the sample constitutes	1 bag Structure Backfill	From where was the sample collected	Job Site
First name of sampler or witnessed by	salah	Last name of sampler or witnessed by	Ali
Title of sampler	TE	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cal Valley Construction	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-12-13-14

DIME Test ID: 2023-12-13-14-1

Testing Lab: CT D06 - Millbrook Field Laboratory

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

Test Release Date: 2023-12-15

What size aggregate is being tested?: Combined Gradation

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: Tomas Silva

Date of test: 12/14/2023

Cumulative percent passing the 3 in. sieve: 100 %

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

Cumulative percent passing the 2 in. sieve: 100 %

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

Cumulative percent passing the 1 in. sieve: 96 %

Cumulative percent passing the 3/4 in. sieve: 91 %

Cumulative percent passing the 1/2 in. sieve: 81 %

Cumulative percent passing the 3/8 in. sieve: 77 %

Cumulative percent passing the #4 sieve: 64 %

Cumulative percent passing the #8 sieve: 61 %

Cumulative percent passing the #16 sieve: 59 %

Cumulative percent passing the #30 sieve: 54 %

Cumulative percent passing the #50 sieve: 47 %

Cumulative percent passing the #100 sieve: 40 %

Cumulative percent passing the #200 sieve: 32.1 %

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

Test was verified on 12/15/2023 ✔