DIME - Test Summary

Summary for Test 2023-11-21-62-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
DIST-CO-RTE-PM	08-SBD-40-R100.8/R101.8
Award Date	12/01/2022
Closeout Date	Not set
Work Description	HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description	SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
QA Service Level	1 (Verified on 03/30/2023)

Sample Taken Date	11/21/2023	Sample Unique Key	62
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	11/21/2023
Sample type	Quality Assurance	A brief description of the sample	1 x 4 PCC Aggregate
The quantity of what the sample constitutes	3 bags	From where was the sample collected	Supplier
First name of sampler or witnessed by	Jared	Last name of sampler or witnessed by	S
Title of sampler	QC	Telephone number of sampler
Laboratory sample identification	test 1 at 6 CY out at0744am	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson barstow	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)	91-36-0072
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	149542	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-21-62

DIME Test ID: 2023-11-21-62-1

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: 2024-01-03

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: NATHAN OGBASELIASIE

Date of test: 12/21/2023

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: 85 %

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

Cumulative percent passing the 3/8 in. sieve: 20 %

Cumulative percent passing the #4 sieve: 13 %

Cumulative percent passing the #8 sieve: 3 %

Cumulative percent passing the #16 sieve: 0 %

Cumulative percent passing the #30 sieve: 0 %

Cumulative percent passing the #50 sieve: 0 %

Cumulative percent passing the #100 sieve: 0 %

Cumulative percent passing the #200 sieve: 0 %

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

Test was verified on 1/3/2024 ✔