Sample Record for 2025-12-23-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995493 DEA: 081G6704 EFIS: 0816000049
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-79-5.4/11.4
Work Description: HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC.
Location Description: RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING STE 200, IRVINE, CA 92618
Resident Engineer: Osama Abdalla Structure Rep.: Arnel Vega
Sample Information
DIME Sample ID: 2025-12-23-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/24/2025
The quantity of what the sample constitutes: 8
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: np
Material Information
The concrete mix design number: 5236125A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: np
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: RW #349 stem
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2025-12-23-6-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/12/2026
Date Tested: 12/30/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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|
Apparent mass of submerged cylinder 1
|
no data0 lb
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|
Average diameter of cylinder 1
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4.01 in
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|
Average diameter of cylinder 2
|
4.01 in
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Cross sectional area of cylinder 1
|
12.63 in^2
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|
Cross sectional area of cylinder 2
|
12.63 in^2
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|
Compressive strength (to nearest 10 psi)
|
4080 psi
|
|
Maximum load on cylinder 1
|
53170 lb
|
|
Maximum load on cylinder 2
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49700 lb
|
|
Compressive strength of cylinder 1
|
4210.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
3940.0 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
1
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Age of specimen
|
7 days
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test
DIME Test ID: 2025-12-23-6-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/21/2026
Date Tested: 01/06/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4910 psi
|
|
Maximum load on cylinder 1
|
61970 lb
|
|
Maximum load on cylinder 2
|
61860 lb
|
|
Compressive strength of cylinder 1
|
4910.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
4900.0 psi
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|
Type of fracture pattern of cylinder 2
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2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
14 days
|
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test
DIME Test ID: 2025-12-23-6-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/21/2026
Date Tested: 01/20/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
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12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5880 psi
|
|
Maximum load on cylinder 1
|
75660 lb
|
|
Maximum load on cylinder 2
|
73170 lb
|
|
Compressive strength of cylinder 1
|
5990.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5770.0 psi
|
|
Type of fracture pattern of cylinder 2
|
3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
