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Testing Report for 2020-02-04-3-2

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

Project Information

Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Elvira Lenart Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-02-04-3
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 02/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2020
The quantity of what the sample constitutes: JMF 15 Bags
A brief description of the sample: 3/4 HMA-A-SP R24
From where was the sample collected: Manufacturer
Laboratory sample identification: 0124A-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: California Commercial Asphalt - Coachella

Material Information

Source Identification (SMARA or name of Pit): 91-33-0084
The fabricator's/manufacturer's product name for the sample: 3/4 HMA-A-SP R25
The fabricator/manufacturer designation for the sample: 43417615
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at California Commercial Asphalt Coachella Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2020-02-04-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/17/2020
Date Tested: 02/07/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
General Comments for this Test: Virgin Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 98 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %