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: 2025-06-13-47

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: 06/13/2025

Date that the sample was received by the laboratory/organization performing the testing: 06/13/2025

The quantity of what the sample constitutes: 22.7 kg

A brief description of the sample: Native Subgrade

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 Retaining Wall Footing 237, Sta 10+00 - 11+50

Where the material sample would have been placed if not sampled:

Test Results

Test 1 of 2

DIME Test ID: 2025-06-13-47-1

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Verified Date: 07/07/2025

Date Tested: 06/13/2025

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: Density Spec 95%

Test Result Compliance: does not comply

Additional Comments When Verified:

Standard Count Density	1718 g/cc
Count or Density 1	1293 g/cc
Count or Density 2	1644 g/cc
Count or Density 3	1501 g/cc
Standard Count Moisture	635 g/cc
Moisture Count 1	79 g/cc
Moisture Count 2	63 g/cc
Moisture Count 3	85 g/cc
Sum of Count or Density	4438 g/cc
Average of Count or Density	1479 g/cc
Sum of Moisture Count	227 g/cc
Average of Moisture Count	76 g/cc
Count Ratio Density	0.86
Count Ratio Moisture	0.12
Calculated Percent Relative Compaction	84.6 %
Reported Percent Relative Compaction	85 %

Test 2 of 2

DIME Test ID: 2025-06-13-47-2

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates