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Sample Record for 2023-01-26-51

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

Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-01-26-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2023
The quantity of what the sample constitutes: 300 cy
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 46-0279
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: 85Q41SIP
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 116523
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute discharge into wheel barrel
Where the material sample would have been placed if not sampled: Stem and Soffit J ST Bridge
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-01-26-51-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/02/2023
Date Tested: 01/31/2023
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) 341-3953
General Comments for this Test: Required strength listed as 5000 PSI
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Compressive strength of cylinder (to nearest 10 psi) 4990 psi
Maximum load on cylinder 1 63000 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 4 days
Age of specimen in hours no data0 hours

Test 2 of 3

DIME Test ID: 2023-01-26-51-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/07/2023
Date Tested: 02/06/2023
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) 341-3953
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
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 6480 psi
Maximum load on cylinder 1 85100 lb
Maximum load on cylinder 2 82230 lb
Maximum load on cylinder 3 78350 lb
Compressive strength of cylinder 1 6737.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6510.7 psi
Compressive strength of cylinder 3 6203.5 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 10 days
Age of specimen in hours no data0 hours

Test 3 of 3

DIME Test ID: 2023-01-26-51-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/23/2023
Date Tested: 02/23/2023
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) 341-3953
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
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 7630 psi
Maximum load on cylinder 1 95210 lb
Maximum load on cylinder 2 97840 lb
Maximum load on cylinder 3 95990 lb
Compressive strength of cylinder 1 7538.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 7746.6 psi
Compressive strength of cylinder 3 7600.2 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 27 days
Age of specimen in hours no data0 hours