DIME - Test Summary

Summary for Test 2021-12-20-15-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 213864 DEA: 051C8504 EFIS: 0512000240
DIST-CO-RTE-PM	05-SCR-1-10.2/17.54
Award Date	Not set
Closeout Date	Not set
Work Description	SCR-1 CAPM; Pavement Preservation.
Location Description	Not set
QA Service Level	1 (Verified on 09/30/2019)

Sample Taken Date	12/20/2021	Sample Unique Key	15
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	12/20/2021
Sample type	Quality Assurance	A brief description of the sample	1 x 4 PCC Aggregate and Sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	dizhou	Last name of sampler or witnessed by	ou
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	test 1 10 tons out at 930	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Lytle Creek	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)	91-36-0040::LYTLE CREEK
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	At the plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1-1/2 inch
The concrete mix design number	1611830	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-12-20-15

DIME Test ID: 2021-12-20-15-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2021-12-27

What type of gradation is being tested?: Combined Gradation

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

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: md taradfa

Date of test: 12/21/2021

Cumulative percent passing the 2 in. sieve: 0 %

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 0 %

Cumulative percent passing the 3/8 in. sieve: 90 %

Cumulative percent passing the #4 sieve: 17 %

Cumulative percent passing the #8 sieve: 3 %

Cumulative percent passing the #16 sieve: 57 %

Cumulative percent passing the #30 sieve: 37 %

Cumulative percent passing the #50 sieve: 20 %

Cumulative percent passing the #100 sieve: 9 %

Cumulative percent passing the #200 sieve: 4 %

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

Test was verified on 12/27/2021 ✔