Print Report | Back to Sample Detail

Sample Record for 2025-10-10-19

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000825 DEA: 07332304 EFIS: 0716000257 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-18.9/19.1
Work Description: CONSTRUCT STRUCTURAL CONCRETE BARRIER SLAB AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY NEAR OJAI FROM 0.5 MILE SOUTH OF BEAR CREEK BRIDGE TO 0.1 MILE NORTH OF NORTH FORK MATILIJA CREEK BRIDGE
Contractor Name: TORO ENTERPRISES, INC.
Contractor Address: Unknown
Resident Engineer: Niketa Verma Structure Rep.: Hussam Buran

Sample Information

DIME Sample ID: 2025-10-10-19
TL Number from the TL Form: 146779
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-1135
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Toro Enterprises Inc.

Material Information

The concrete mix design number: 1629003
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: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-10-10-19-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
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
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.96 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.9 in^2
Compressive strength (to nearest 10 psi) 2080 psi
Maximum load on cylinder 1 54284 lb
Maximum load on cylinder 2 61794 lb
Compressive strength of cylinder 1 1939.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2214.8 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
Correction factor for cylinder 2 1
Age of specimen 3 days
Age of specimen in hours no data0 hours

Test 2 of 3

DIME Test ID: 2025-10-10-19-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/14/2025
Date Tested: 10/14/2025
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
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
Average diameter of cylinder 1 5.96 in
Average diameter of cylinder 2 5.96 in
Cross sectional area of cylinder 1 27.9 in^2
Cross sectional area of cylinder 2 27.9 in^2
Compressive strength (to nearest 10 psi) 2620 psi
Maximum load on cylinder 1 75550 lb
Maximum load on cylinder 2 70521 lb
Compressive strength of cylinder 1 2707.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2527.6 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
Correction factor for cylinder 2 1
Age of specimen 4 days
Age of specimen in hours no data0 hours

Test 3 of 3

DIME Test ID: 2025-10-10-19-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/07/2025
Date Tested: 11/07/2025
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
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
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 6770 psi
Maximum load on cylinder 1 195431 lb
Maximum load on cylinder 2 184370 lb
Compressive strength of cylinder 1 6957.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6587.0 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
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours no data0 hours