Project Information

Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192 QA Service Level: 1

DIST-CO-RTE-PM: 04-SOL-12112113-var/var

Work Description: PAVEMENT REPAIR

Location Description:

Contractor Name: OC Jones

Contractor Address: Unknown

Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-09-59

TL Number from the TL Form:

Sample Submitted By Organization: CT D04 - Concord Field Laboratory

Sample Organization Contact: (510) 714-7019

Type of Sample: Quality Assurance

Type of Material: Aggregate

Sample Taken Date: 06/09/2023

Date that the sample was received by the laboratory/organization performing the testing: 06/21/2023

The quantity of what the sample constitutes: SAMPLED @ 1,000 TONS

A brief description of the sample: 3/4-INCH-SP Type A

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Bradshaw Drier Drum Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0060

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: Sample Pickup From Plant

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:

Sublot number:

Aggregate Mix Number: 1635V

Test Results

Test 1 of 2

DIME Test ID: 2023-06-09-59-1

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

Verified Date: 09/15/2023

Date Tested: 06/09/2023

Submitted By Organization: CT D04 - Concord Field Laboratory

Organization Address: 2525 Stanwell Drive, Suite 100,

Organization City: Concord

Organization State: CA

Organization Zipcode: 94520

Organization Email: gurind.joshi@dot.ca.gov

Organization Phone: (510) 714-7019

General Comments for this Test: Granite Bradshaw Drier Drum Plant Sampled@1,000Tons 15%RAP PASSED

Test Result Compliance: complies

Additional Comments When Verified:

What type of gradation is being tested?	Combined Gradation
Cumulative percent passing the 2 in. sieve	no data0 %
Cumulative percent passing the 1 1/2 in. sieve	no data0 %
Cumulative percent passing the 1 in. sieve	100 %
Cumulative percent passing the 3/4 in. sieve	99 %
Cumulative percent passing the 1/2 in. sieve	89 %
Cumulative percent passing the 3/8 in. sieve	77 %
Cumulative percent passing the #4 sieve	47 %
Cumulative percent passing the #8 sieve	34 %
Cumulative percent passing the #16 sieve	24 %
Cumulative percent passing the #30 sieve	18 %
Cumulative percent passing the #50 sieve	12 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	4.2 %

Test 2 of 2

DIME Test ID: 2023-06-09-59-2

Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)