Sample Record for 2024-06-13-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994109 DEA: 060W1704 EFIS: 0617000103
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
Sample Information
DIME Sample ID: 2024-06-13-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 06/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2024
The quantity of what the sample constitutes: 0-1000 Cy @ 19 Cy
A brief description of the sample: Concrete beams
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RNR Construction
Material Information
The concrete mix design number: ND15518C
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1358173
Concrete batch plant: Builders Sanger
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: STA : 1481+60-1481+78
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-06-13-1-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 06/26/2024
Date Tested: 06/26/2024
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:
|
Number of specimens
|
3
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Modulus of rupture average
|
670 psi
|
|
Modulus of rupture
|
660 psi
|
|
Modulus of rupture 2
|
690 psi
|
|
Modulus of rupture 3
|
655 psi
|
|
Age of specimen
|
13 days
|
Test 2 of 3
DIME Test ID: 2024-06-13-1-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 07/11/2024
Date Tested: 07/11/2024
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:
|
Number of specimens
|
3
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Modulus of rupture average
|
690 psi
|
|
Modulus of rupture
|
760 psi
|
|
Modulus of rupture 2
|
645 psi
|
|
Modulus of rupture 3
|
660 psi
|
|
Age of specimen
|
28 days
|
Test 3 of 3
DIME Test ID: 2024-06-13-1-3
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 07/13/2024
Date Tested: 07/13/2024
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:
|
Number of specimens
|
3
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Modulus of rupture average
|
680 psi
|
|
Modulus of rupture
|
675 psi
|
|
Modulus of rupture 2
|
635 psi
|
|
Modulus of rupture 3
|
735 psi
|
|
Age of specimen
|
30 days
|
