DIME - Test Summary

Summary for Test 2023-02-10-55-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215486 DEA: 040A0204 EFIS: 0400000129
DIST-CO-RTE-PM	04-SON-1-15-15.7
Award Date	Not set
Closeout Date	Not set
Work Description	Construct roadway and bridge with structural concrete and CIDH piling
Location Description	District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level	1 (Verified on 04/08/2022)

Sample Taken Date	02/10/2023	Sample Unique Key	55
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	02/10/2023
Sample type	Quality Assurance	A brief description of the sample	3/4 HMA aggregates
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Casey	Last name of sampler or witnessed by	Farrington
Title of sampler	Plant QC	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Bodean - Santa Rosa	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	101401	Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-49-0032
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	Material pulled from bin 4
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	D04-JMF-22-011	Lot number	1
Sublot number	2	Aggregate Mix Number

DIME Sample ID: 2023-02-10-55

DIME Test ID: 2023-02-10-55-1

Testing Lab: CT D04 - Petaluma Field Laboratory

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

Test Release Date: 2023-03-03

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?: No

Input Type: Measured

Tester's full name: Anthony Valdez

Date of test: 02/10/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	7910 grams
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	0 grams	100 %
3/4 in. sieve	170 grams	98 %
1/2 in. sieve	6260 grams	21 %
3/8 in. sieve	7210 grams	9 %
#4 sieve	7730 grams	2 %
#8 sieve	7800 grams	1 %
#16 sieve	7810 grams	1 %
#30 sieve	7815 grams	1 %
#50 sieve	7820 grams	1 %
#100 sieve	7890 grams	0 %
#200. sieve	7900 grams	0.1 %
On the pan	7910 grams

General comments (publicly viewable) (Max 1000 characters): lot 1 sublot 2 of 3/4 HMA with RAP bin# 4, 12%.

Test was verified on 3/3/2023 ✔