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Sample Record for 2025-09-20-30

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: 2025-09-20-30
TL Number from the TL Form: 116162
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: 09/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2025
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: 25-1021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTS SHORT LOAD RAPID SET

Material Information

The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: CTS
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-20-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/03/2025
Date Tested: 09/24/2025
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 5.96 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) 6050 psi
Maximum load on cylinder 1 173268 lb
Maximum load on cylinder 2 164324 lb
Compressive strength of cylinder 1 6210.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5889.7 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 2 of 2

DIME Test ID: 2025-09-20-30-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/20/2025
Date Tested: 10/18/2025
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 5.96 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) 8590 psi
Maximum load on cylinder 1 231366 lb
Maximum load on cylinder 2 247745 lb
Compressive strength of cylinder 1 8292.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 8879.7 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