Sample Record for 2026-01-08-14
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: 2026-01-08-14
TL Number from the TL Form: 178706
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: 01/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2026
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: 1085-06
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: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2026-01-08-14-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 01/21/2026
Date Tested: 01/15/2026
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
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
3890 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
3912.9 psi
|
|
Compressive strength of cylinder 2
|
3864.6 psi
|
|
Maximum load on cylinder 1
|
49420 lb
|
|
Maximum load on cylinder 2
|
48810 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
7 days
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2026-01-08-14-2 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 01/12/2026 | 01/22/2026 | Matthew Clayton | CT D08 - Fontana Southern Regional Laboratory | | |
| 2026-01-08-14-3 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 01/12/2026 | 02/05/2026 | Matthew Clayton | CT D08 - Fontana Southern Regional Laboratory | | |
| 2026-01-08-14-4 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 01/12/2026 | 02/19/2026 | Matthew Clayton | CT D08 - Fontana Southern Regional Laboratory | | |
153577153578153579
