Sample Record for 2026-04-23-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000785 DEA: 081J3204 EFIS: 0818000017 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-17.8
Work Description: BUILDING WORK, WROUGHT IRON FENCE, HOT MIX ASPHALT, & AGGREGATE BASE.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT LAKE ELSINORE MAINTENANCE STATION AT 18745 CONARD AVENUE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 liberty drive, Huntington beach, CA, 92647
Resident Engineer: Jason Shbaita Structure Rep.: Al Alina AlHakem
Sample Information
DIME Sample ID: 2026-04-23-38
TL Number from the TL Form: 1087-12
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: 04/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2026
The quantity of what the sample constitutes: 8
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1087-12
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NATIONWIDE
Material Information
The concrete mix design number: SC59033
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: CT MAINT FACILITY
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-04-23-38-1
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: 05/01/2026
Date Tested: 04/30/2026
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
2600 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
|
2554.5 psi
|
|
Compressive strength of cylinder 2
|
2642.0 psi
|
|
Maximum load on cylinder 1
|
32110 lb
|
|
Maximum load on cylinder 2
|
33210 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
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
|
Test
DIME Test ID: 2026-04-23-38-2
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: 05/07/2026
Date Tested: 05/07/2026
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
3130 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
|
3172.6 psi
|
|
Compressive strength of cylinder 2
|
3081.1 psi
|
|
Maximum load on cylinder 1
|
39880 lb
|
|
Maximum load on cylinder 2
|
38730 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
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
|
14 days
|
Test
DIME Test ID: 2026-04-23-38-3
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: 05/21/2026
Date Tested: 05/21/2026
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
|
12.57 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)
|
3770 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
3674.6 psi
|
|
Compressive strength of cylinder 2
|
3871.7 psi
|
|
Maximum load on cylinder 1
|
46190 lb
|
|
Maximum load on cylinder 2
|
48900 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
28 days
|
