DIME - Test Summary

Summary for Test 2024-09-11-73-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895
DIST-CO-RTE-PM	04-ALA-880-R0.0/11.8
Award Date	07/13/2023
Closeout Date	Not set
Work Description	Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE)
Location Description	ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING
QA Service Level	1 (Verified on 09/13/2022)

Sample Taken Date	09/11/2024	Sample Unique Key	73
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	09/12/2024
Sample type	Quality Assurance	A brief description of the sample	3/4 RHMA-G
The quantity of what the sample constitutes	750 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Magana	Last name of sampler or witnessed by	Luis
Title of sampler		Telephone number of sampler	2092250104
Laboratory sample identification	HW-090924-SASE	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials-Pleasanton	Transportation Laboratory (TL) Number	C690435
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)	91-01-0010
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	Plant Sampler
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	1
Sublot number	5	Aggregate Mix Number

DIME Sample ID: 2024-09-11-73

DIME Test ID: 2024-09-11-73-1

Testing Lab: CT D04 - Hayward Field Laboratory

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

Test Release Date: 2024-10-02

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): Yes

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Luis Magana

Date of test: 09/12/2024

Cumulative percent passing the 2 in. sieve: 100 %

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 80 %

Cumulative percent passing the 3/8 in. sieve: 65 %

Cumulative percent passing the #4 sieve: 34 %

Cumulative percent passing the #8 sieve: 17 %

Cumulative percent passing the #16 sieve: 9 %

Cumulative percent passing the #30 sieve: 6 %

Cumulative percent passing the #50 sieve: 3 %

Cumulative percent passing the #100 sieve: 2 %

Cumulative percent passing the #200 sieve: 1.6 %

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

Test was verified on 10/2/2024 ✔