Sample Record for 2025-10-23-76
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2025-10-23-76
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: 10/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2025
The quantity of what the sample constitutes: 21.0 kg
A brief description of the sample: Native Structural Backfill
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, S of Temecula Pkwy, Face of RW 237/247, Sta 10+50 - 15+00
Where the material sample would have been placed if not sampled:
Test Results
Test
DIME Test ID: 2025-10-23-76-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/19/2026
Date Tested: 10/23/2025
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
|
9499 g/cc
|
|
Count or Density 1
|
2728 g/cc
|
|
Count or Density 2
|
2341 g/cc
|
|
Count or Density 3
|
2532 g/cc
|
|
Standard Count Moisture
|
15648 g/cc
|
|
Moisture Count 1
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2799 g/cc
|
|
Moisture Count 2
|
2384 g/cc
|
|
Moisture Count 3
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2536 g/cc
|
|
Sum of Count or Density
|
7601 g/cc
|
|
Average of Count or Density
|
2534 g/cc
|
|
Sum of Moisture Count
|
7719 g/cc
|
|
Average of Moisture Count
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2573 g/cc
|
|
Count Ratio Density
|
0.27
|
|
Count Ratio Moisture
|
0.16
|
|
Calculated Percent Relative Compaction
|
96.4 %
|
|
Reported Percent Relative Compaction
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96 %
|
Test
DIME Test ID: 2025-10-23-76-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/19/2026
Date Tested: 10/23/2025
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:
|
Is oversize material
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No
|
|
In-place wet density
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2.16
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
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