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Sample Record for 2025-11-07-94

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Project Information

Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-3.5/6.8
Work Description: HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC).
Location Description: TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Denise Sostrom Structure Rep.: Gizachew Abayneh

Sample Information

DIME Sample ID: 2025-11-07-94
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 11/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2025
The quantity of what the sample constitutes: kg
A brief description of the sample: Class II Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I-15 SB, b/w Rancho California & Temecula Pkwy Shoulder 1.8' Below Grade, Sta 208+00 - 220+00
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2025-11-07-94-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/25/2026
Date Tested: 11/07/2025
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1720 g/cc
Count or Density 1 1798 g/cc
Count or Density 2 1860 g/cc
Count or Density 3 1792 g/cc
Count or Density 4 1764 g/cc
Count or Density 5 1685 g/cc
Standard Count Moisture 729 g/cc
Moisture Count 1 176 g/cc
Moisture Count 2 160 g/cc
Moisture Count 3 175 g/cc
Moisture Count 4 163 g/cc
Moisture Count 5 180 g/cc
Sum of Count or Density 8899 g/cc
Average of Count or Density 1780 g/cc
Sum of Moisture Count 854 g/cc
Average of Moisture Count 171 g/cc
Count Ratio Density 1.03
Count Ratio Moisture 0.23
Calculated Percent Relative Compaction 96.6 %
Reported Percent Relative Compaction 97 %