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Sample Record for 2023-05-06-4

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

Project Information

Project ID: 215100 DEA: 071XP904 EFIS: 0720000158 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Work Description: REPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location Description: W/B LA-118 RESEDA BLVD
Contractor Name: Ornelas Construction
Contractor Address: 1024 N Maclay Ave Suite J, San Fernando, CA 91340
Resident Engineer: EFRAIM CHAVEZ Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-06-4
TL Number from the TL Form: 23050601
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: 05/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 23-121
Structure unique identifier:
Structure name: Junction Structure
The fabricator/manufacturer/facility name: National Ready Mix

Material Information

The concrete mix design number: S563300
The truck number from where the sample was collected: load 2
The batch plant ticket number from where the sample was collected: 554976
Concrete batch plant: National Ready Mix
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: 2023-05-06-4-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2023
Date Tested: 05/12/2023
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) 817-0387
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 5.98 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 2410 psi
Maximum load on cylinder 1 63874 lb
Maximum load on cylinder 2 71857 lb
Compressive strength of cylinder 1 2273.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2549.9 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 6 days
Age of specimen in hours 0 hours

Test 2 of 3

DIME Test ID: 2023-05-06-4-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/16/2023
Date Tested: 05/16/2023
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) 817-0387
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 2900 psi
Maximum load on cylinder 1 81609 lb
Maximum load on cylinder 2 82044 lb
Compressive strength of cylinder 1 2896.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2911.4 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 10 days
Age of specimen in hours 0 hours

Test 3 of 3

DIME Test ID: 2023-05-06-4-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/22/2023
Date Tested: 05/22/2023
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) 817-0387
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3380 psi
Maximum load on cylinder 1 96351 lb
Maximum load on cylinder 2 94495 lb
Compressive strength of cylinder 1 3408.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3342.6 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 16 days
Age of specimen in hours 0 hours