DIME - Test Summary

Summary for Test 2023-09-21-103-1

Test performed: CTM 202-November 2011

Sample Taken Date	09/21/2023	Sample Unique Key	103
Date that the sample was received by the laboratory/organization performing the testing	10/26/2023	Sample type	Per Request
A brief description of the sample	3/4 Class 2 Base Recycled	The quantity of what the sample constitutes	1 bag
From where was the sample collected	Source	First name of sampler or witnessed by	Carlos
Last name of sampler or witnessed by	SPM-QC	Title of sampler	Wit K Engen CT TET
Telephone number of sampler		Laboratory sample identification	23-AB-0187
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Hanson-Santa Margarita, CA (Martin Marietta)
Transportation Laboratory (TL) Number	C992369	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)	00-00-0000
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	Hanson-Santa Margarita CA
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-09-21-103

DIME Test ID: 2023-09-21-103-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

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

Test Release Date: 2023-10-31

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Individual Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: Yes

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

Input Type: Measured

Tester's full name: A.F

Date of test: 10/31/2023

Sieve Size	Individual Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	8418.2 grams
3 in. sieve	0.0 grams	100 %
2 1/2 in. sieve	0.0 grams	100 %
2 in. sieve	0.0 grams	100 %
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	29.9 grams	100 %
3/4 in. sieve	501.5 grams	94 %
1/2 in. sieve	1174.0 grams	80 %
3/8 in. sieve	746.5 grams	71 %
#4 sieve	1630.0 grams	52 %
Fine Sample Mass (reduced)	489.6 grams
#8 sieve	118.9 grams	39 %
#16 sieve	89.0 grams	30 %
#30 sieve	81.4 grams	21 %
#50 sieve	83.0 grams	12 %
#100 sieve	50.1 grams	7 %
#200 sieve	23.5 grams	5 %

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Test was verified on 10/31/2023 ✔