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Sample Record for 2023-08-29-38

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

Project Information

Project ID: 6585 DEA: 120H0014 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-39-9.1
Work Description: MODIFY SIGNAL AND EXTEND LEFT TURN
Location Description: IN ORANGE COUNTY IN HUNTINGTONBEACH AND WESTMINSTER AT EDINGERAVENUE
Contractor Name: BEADOR CONSTRUCTION COMPANY
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: JOSE BERRIOS Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-29-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2023
The quantity of what the sample constitutes: 600
A brief description of the sample: RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: 23-0852
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Irvine

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 106836
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-29-38-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/01/2023
Date Tested: 08/29/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
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 94 %
Cumulative percent passing the 3/8 in. sieve 83 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.6 %