DIME - Test Summary

Summary for Test 2023-11-14-37-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774
DIST-CO-RTE-PM	06-KER, -46-26.1/30.2
Award Date	07/17/2023
Closeout Date	Not set
Work Description	CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description	KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
QA Service Level	1 (Verified on 08/21/2023)

Sample Taken Date	11/14/2023	Sample Unique Key	37
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	11/09/2023
Sample type	Department Acceptance	A brief description of the sample	Class 2 AB
The quantity of what the sample constitutes	1 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	Neale	Last name of sampler or witnessed by	Brown
Title of sampler	Materials Tester	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Crushed on site	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)	91-15-0114
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	Windrow in the field.
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: 2023-11-14-37

DIME Test ID: 2023-11-14-37-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

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

Test Release Date: 2023-11-15

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?: Yes

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

Input Type: Measured

Tester's full name: Neale Brown

Date of test: 11/14/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	8190 grams
3 in. sieve	0 grams	100 %
2 1/2 in. sieve	0 grams	100 %
2 in. sieve	0 grams	100 %
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	0 grams	100 %
3/4 in. sieve	172 grams	98 %
1/2 in. sieve	1071 grams	87 %
3/8 in. sieve	1828 grams	78 %
#4 sieve	3519 grams	57 %
Fine Sample Mass (reduced)	482.7 grams
#8 sieve	111 grams	44 %
#16 sieve	197 grams	34 %
#30 sieve	269 grams	25 %
#50 sieve	337 grams	17 %
#100 sieve	378 grams	12 %
#200. sieve	400 grams	10 %

General comments (publicly viewable) (Max 1000 characters): Sta 6+00

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
06-442564_37036_231114Recycle_Class2AB	pdf	29.00 KB	11/15/2023	2023-11-14-37-1	Info

Test was verified on 11/15/2023 ✔