Print Report | Back to Sample Detail

Sample Record for 2020-04-21-21

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214326 DEA: 07310404 EFIS: 0715000001 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-0.0/36.9
Work Description: PLACE HOT MIX ASPHALT AND COLD PLANE ASPHALT CONCRETE PAVEMENT. (EPD Pilot Project)
Location Description: LOS ANGELES COUNTY FROM ROUTE 5/138 SEPARATION TO ROUTE 138/14 SEPARATION
Contractor Name: CA Rasmussen Inc
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Fred Tieu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-21-21
TL Number from the TL Form: 042120E
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2020
The quantity of what the sample constitutes: 123 TONS
A brief description of the sample: Agg Cold Feed RAP AFTER BURN
From where was the sample collected: Manufacturer
Laboratory sample identification: 9882
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Littlerock

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0008
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: BELT
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number: 3566
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-04-21-21-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/13/2020
Date Tested: 04/29/2020
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: After Ignition Grading 5.1 Percent AC
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the 1/4 in. sieve 100 %
Cumulative percent passing the #4 sieve 84.7 %
Cumulative percent passing the #8 sieve 65 %
Cumulative percent passing the #16 sieve 50 %
Cumulative percent passing the #30 sieve 38 %
Cumulative percent passing the #50 sieve 28 %
Cumulative percent passing the #100 sieve 19 %
Cumulative percent passing the #200 sieve 12.2 %