Sample Record for 2026-03-03-30
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: 2026-03-03-30
TL Number from the TL Form: 117510
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: 03/03/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2026
The quantity of what the sample constitutes: 6
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: 5236125A
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: RW343 FOOTING
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-03-03-30-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 04/08/2026
Date Tested: 03/10/2026
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
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3430 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3403.4 psi
|
|
Compressive strength of cylinder 2
|
3464.9 psi
|
|
Maximum load on cylinder 1
|
96215 lb
|
|
Maximum load on cylinder 2
|
98300 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
Test
DIME Test ID: 2026-03-03-30-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 04/08/2026
Date Tested: 03/17/2026
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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4240 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Compressive strength of cylinder 1
|
4050.9 psi
|
|
Compressive strength of cylinder 2
|
4426.5 psi
|
|
Maximum load on cylinder 1
|
114155 lb
|
|
Maximum load on cylinder 2
|
124740 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
14 days
|
Test
DIME Test ID: 2026-03-03-30-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 04/08/2026
Date Tested: 03/31/2026
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
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5230 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Compressive strength of cylinder 1
|
5180.8 psi
|
|
Compressive strength of cylinder 2
|
5271.7 psi
|
|
Maximum load on cylinder 1
|
146460 lb
|
|
Maximum load on cylinder 2
|
149030 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
