DIME - Test Summary

Summary for Test 2023-09-19-67-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215336 DEA: 051G9804 EFIS: 0516000009
DIST-CO-RTE-PM	05-SLO-1-10.0/16.8
Award Date	12/19/2022
Closeout Date	Not set
Work Description	RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS.
Location Description	SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH.
QA Service Level	1 (Verified on 11/18/2020)

Sample Taken Date	09/19/2023	Sample Unique Key	67
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	09/19/2023
Sample type	Quality Assurance	A brief description of the sample	3/4" RHMA-G
The quantity of what the sample constitutes	Up to 750 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Isaac	Last name of sampler or witnessed by	Gleffe
Title of sampler	ARET	Telephone number of sampler	18053191237
Laboratory sample identification	230919A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Calportland-Garey	Transportation Laboratory (TL) Number	C230919A
Inspector Lot Number from the Transportation Laboratory (TL) Form	1	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	.75in coldfeed	The fabricator/manufacturer designation for the sample	L1SL01
The plant number	Calportland Garey	A detailed description of where the material sample was collected	Belt Discharge
Where the material sample would have been placed if not sampled	HWY 1 Pismo Beach	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number	1
Sublot number	1	Aggregate Mix Number	D1215H530

DIME Sample ID: 2023-09-19-67

DIME Test ID: 2023-09-19-67-1

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: 2023-11-17

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: 09/19/2023

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: 94.3 %

Cumulative percent passing the 1/2 in. sieve: 81.6 %

Cumulative percent passing the 3/8 in. sieve: 61.1 %

Cumulative percent passing the #4 sieve: 24.5 %

Cumulative percent passing the #8 sieve: 67.2 %

Cumulative percent passing the #16 sieve: 50.2 %

Cumulative percent passing the #30 sieve: 37.1 %

Cumulative percent passing the #50 sieve: 23.9 %

Cumulative percent passing the #100 sieve: 13.6 %

Cumulative percent passing the #200 sieve: 7.9 %

General comments (publicly viewable) (Max 1000 characters): L1SL01 Continued Gradation.

Test was verified on 11/17/2023 ✔