DIME - Test Summary

Summary for Test 2022-05-13-46-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
DIST-CO-RTE-PM	08-SBD-10-0.0/13.2
Award Date	06/06/2018
Closeout Date	Not set
Work Description	Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description	LA/SBD County Line to PM 13.2 near I-15
QA Service Level	1 (Verified on 10/16/2019)

Sample Taken Date	05/13/2022	Sample Unique Key	46
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	05/13/2022
Sample type	Quality Assurance	A brief description of the sample	1 x 4 PCC Aggregate and Sand
The quantity of what the sample constitutes	3 bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	ruben	Last name of sampler or witnessed by	Lopez
Title of sampler	Caltrans Consultant	Telephone number of sampler
Laboratory sample identification	test 1 700 tons out at 0159 aM	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Lane security paving ONTARIO	Transportation Laboratory (TL) Number	6436 and 6434
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	tr 233	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-05-13-46

DIME Test ID: 2022-05-13-46-1

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: 2022-07-08

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: A HERNANDEZ

Date of test: 05/16/2022

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: 89 %

Cumulative percent passing the 3/4 in. sieve: 63 %

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

Cumulative percent passing the 3/8 in. sieve: 0 %

Cumulative percent passing the #4 sieve: 94 %

Cumulative percent passing the #8 sieve: 83 %

Cumulative percent passing the #16 sieve: 66 %

Cumulative percent passing the #30 sieve: 46 %

Cumulative percent passing the #50 sieve: 23 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 2 %

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

Test was verified on 7/8/2022 ✔