Project Information

Project ID: 995017 DEA: 09392604 EFIS: 0922000035 QA Service Level: 1

DIST-CO-RTE-PM: 09--14-35.5/37.1

Work Description: Cold plane AC pavement and place RHMA-G.

Location Description: IN KERN COUNTY ABOUT 19 MILES EAST OF MOJAVE FROM ROGERS ROAD TO 0.5 MILE EAST OF REDROCK RANDSBURG ROAD.

Contractor Name: Griffith Company

Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308

Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-18-42

TL Number from the TL Form:

Sample Submitted By Organization: CT D09 - Bishop Field Laboratory

Sample Organization Contact: (760) 872-5211

Type of Sample: Department Acceptance

Type of Material: Aggregate

Sample Taken Date: 08/18/2023

Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023

The quantity of what the sample constitutes: 4 bags

A brief description of the sample: 3/4" Agg. w/lime slurry for HMA-A

From where was the sample collected: Manufacturer

Laboratory sample identification: CF PSU 1

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

Source Identification (SMARA, name of Pit or Job Site): Griffith Co. Edmonston Plant

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: Belt Sampling Device at 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:

Test Results

Test 1 of 2

DIME Test ID: 2023-08-18-42-1

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

Verified Date: 08/24/2023

Date Tested: 08/22/2023

Submitted By Organization: CT D09 - Bishop Field Laboratory

Organization Address: 500 South Main Street,

Organization City: Bishop

Organization State: CA

Organization Zipcode: 93514

Organization Email: chris.talbot@dot.ca.gov

Organization Phone: (760) 872-0794

General Comments for this Test: PSU CF

Test Result Compliance: complies

Additional Comments When Verified:

What type of gradation is being tested?	Combined Gradation
Cumulative percent passing the 2 in. sieve	100 %
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	83 %
Cumulative percent passing the 3/8 in. sieve	70 %
Cumulative percent passing the #4 sieve	49 %
Cumulative percent passing the #8 sieve	35 %
Cumulative percent passing the #16 sieve	25 %
Cumulative percent passing the #30 sieve	18 %
Cumulative percent passing the #50 sieve	12 %
Cumulative percent passing the #100 sieve	7 %
Cumulative percent passing the #200 sieve	3.9 %

Test 2 of 2

DIME Test ID: 2023-08-18-42-2

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)