Project Information

Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 QA Service Level: 1

DIST-CO-RTE-PM: 06-KER-166-9.0/24.6

Work Description:

Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION

Contractor Name: VSS International

Contractor Address: Unknown

Resident Engineer: Jake Garcia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-05-4

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory

Sample Organization Contact: 661-549-8281

Type of Sample: Department Acceptance

Type of Material: Aggregate

Sample Taken Date: 05/05/2023

Date that the sample was received by the laboratory/organization performing the testing: 05/05/2023

The quantity of what the sample constitutes: 4 Bags of Coldfeed Agg. 2 Bags of Rap

A brief description of the sample: 3/4 HMA type A 25Rap with PG58-16

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Solari

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-15-0114

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: HMA Plant Cold Feed

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:

Test Results

Test 1 of 2

DIME Test ID: 2023-05-05-4-1

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

Verified Date: 05/05/2023

Date Tested: 05/05/2023

Submitted By Organization: CT D06 - Bakersfield Field Laboratory

Organization Address: 1824 Norris Road,

Organization City: Bakersfield

Organization State: CA

Organization Zipcode: 93308

Organization Email: kulwinder.rai@dot.ca.gov

Organization Phone: (661) 549-8281

General Comments for this Test: L1SL5

Test Result Compliance:

Additional Comments When Verified:

What type of gradation is being tested?	HMA Gradation
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	99 %
Cumulative percent passing the 1/2 in. sieve	81 %
Cumulative percent passing the 3/8 in. sieve	72 %
Cumulative percent passing the #4 sieve	55 %
Cumulative percent passing the #8 sieve	41 %
Cumulative percent passing the #16 sieve	32 %
Cumulative percent passing the #30 sieve	21 %
Cumulative percent passing the #50 sieve	12 %
Cumulative percent passing the #100 sieve	6 %
Cumulative percent passing the #200 sieve	4.4 %

Test 2 of 2

DIME Test ID: 2023-05-05-4-2

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)