DIME - Test Summary

Summary for Test 2022-12-20-15-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214549 DEA: 081H2904 EFIS: 0817000006
DIST-CO-RTE-PM	08-SBD-173-18.7
Award Date	08/20/2020
Closeout Date	Not set
Work Description	STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description	SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level	1 (Verified on 01/13/2020)

Sample Taken Date	12/20/2022	Sample Unique Key	15
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	12/21/2022
Sample type	Quality Assurance	A brief description of the sample	3/8" 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	robertsons	Last name of sampler or witnessed by	na
Title of sampler	qc	Telephone number of sampler
Laboratory sample identification	test 1 8 and haft cy out at 0910 am	Linked DIME Sample ID
The fabricator/manufacturer/facility name	ROBERTSON LAKE ARROWHEAD	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	6577 AND 6578	Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-36-0046
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	SM418S48	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2022-12-20-15

DIME Test ID: 2022-12-20-15-1

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: 2022-12-23

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: francisco Ruvaicaba Jr.

Date of test: 12/21/2022

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: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

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

Cumulative percent passing the 3/8 in. sieve: 91 %

Cumulative percent passing the #4 sieve: 16 %

Cumulative percent passing the #8 sieve: 6 %

Cumulative percent passing the #16 sieve: 58 %

Cumulative percent passing the #30 sieve: 35 %

Cumulative percent passing the #50 sieve: 16 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 12/23/2022 ✔