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Sample Record for 2024-02-12-33

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

Project Information

Project ID: 993662 DEA: 061A6404 EFIS: 0620000176 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41,180-R23.1,R58.7
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL ASSEMBLY.
Location Description: FRESNO COUNTY IN FRESNO ON ROUTE 41 AT VENTURA AVENUE VIADUCT AND ON ROUTE 180 AT ROUTE 180/41 CONNECTOR SEPARATION
Contractor Name: TPA CONSTRUCTION INC.
Contractor Address: 2406 Clubhouse Dr., Rocklin, CA 95765
Resident Engineer: Fernando De Alba Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-02-12-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 02/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2024
The quantity of what the sample constitutes: 6 4x8 Cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ?

Material Information

The concrete mix design number: ND22023
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: median rail
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: 2024-02-12-33-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/16/2024
Date Tested: 02/15/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 3.99 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.5 in^2
Compressive strength (to nearest 10 psi) 3180 psi
Maximum load on cylinder 1 39060 lb
Maximum load on cylinder 2 40630 lb
Maximum load on cylinder 3 40050 lb
Compressive strength of cylinder 1 3107.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3232.3 psi
Compressive strength of cylinder 3 3204 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 3 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2024-02-12-33-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/11/2024
Date Tested: 03/11/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 6210 psi
Maximum load on cylinder 1 75390 lb
Maximum load on cylinder 2 82850 lb
Maximum load on cylinder 3 75940 lb
Compressive strength of cylinder 1 5997.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6591.1 psi
Compressive strength of cylinder 3 6041.4 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours no data0 hours