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Sample Record for 2025-09-14-30

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Project Information

Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-14-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Per Request
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-15-66-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226110 Otay SJR
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: Yes
Antistrip type:

Test Results

Test

DIME Test ID: 2025-09-14-30-1
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 03/30/2026
Date Tested: 03/27/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 4
Core 1 ID 3 A 1
Dry Weight 1 1430.6 grams
Parrafin Coated Weight 1 1441.7 grams
Coated Weight in Water 1 819.3 grams
Theoretical Maximum Density 2.425
Core 2 ID 3 A 2
Dry Weight 2 1412.9 grams
Parrafin Coated Weight 2 1425.2 grams
Coated Weight in Water 2 797 grams
Core 3 ID 3 B 1
Dry Weight 3 1027.4 grams
Parrafin Coated Weight 3 1036.7 grams
Coated Weight in Water 3 581.1 grams
Core 4 ID 3 C 1
Dry Weight 4 1419.3 grams
Parrafin Coated Weight 4 1431.3 grams
Coated Weight in Water 4 800.4 grams
Sublot Relative Compaction 95.4 %