DIME - Test Summary

Summary for Test 2023-01-19-31-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214993 DEA: 051F5004 EFIS: 0514000003
DIST-CO-RTE-PM	05-SB-101,135-70.6/71.2;0.1
Award Date	11/17/2020
Closeout Date	01/11/2024
Work Description	CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description	SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
QA Service Level	1 (Verified on 09/03/2020)

Sample Taken Date	01/19/2023	Sample Unique Key	31
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	01/19/2023
Sample type	Acceptance	A brief description of the sample	Class 2 Aggregate Base
The quantity of what the sample constitutes	Tons	From where was the sample collected	Job Site
First name of sampler or witnessed by	Isaac	Last name of sampler or witnessed by	Gleffe
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Calportland/ Donovan	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)	91-42-0014
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	Stockpile @ Yard
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-01-19-31

DIME Test ID: 2023-01-19-31-1

Testing Lab: CT D05 - Santa Maria Field Laboratory

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

Test Release Date: 2023-02-23

What type of gradation is being tested?: HMA 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?: Yes

Input Type: Calculated

Tester's full name: Isaac Gleffe

Date of test: 01/19/2023

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: 96 %

Cumulative percent passing the 1/2 in. sieve: 79 %

Cumulative percent passing the 3/8 in. sieve: 68 %

Cumulative percent passing the #4 sieve: 49 %

Cumulative percent passing the #8 sieve: 37 %

Cumulative percent passing the #16 sieve: 29 %

Cumulative percent passing the #30 sieve: 24 %

Cumulative percent passing the #50 sieve: 18 %

Cumulative percent passing the #100 sieve: 12 %

Cumulative percent passing the #200 sieve: 8 %

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

Test was verified on 2/23/2023 ✔