Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
DIME Sample ID: 2024-02-21-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2024
The quantity of what the sample constitutes: 0-1000yd3 Produced for shift
A brief description of the sample: Concrete Beams
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Portable Plant Fowler
The concrete mix design number: G322PCC291
The truck number from where the sample was collected: 13
The batch plant ticket number from where the sample was collected: 302255
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Loader Bucket at Security Paving Plant
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-02-21-18-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 03/06/2024
Date Tested: 03/04/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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
|
625 psi
|
|
Modulus of rupture
|
620 psi
|
|
Modulus of rupture 2
|
615 psi
|
|
Modulus of rupture 3
|
635 psi
|
|
Age of specimen
|
12 days
|
DIME Test ID: 2024-02-21-18-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 03/20/2024
Date Tested: 03/20/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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
|
695 psi
|
|
Modulus of rupture 2
|
630 psi
|
|
Modulus of rupture 3
|
680 psi
|
|
Age of specimen
|
28 days
|
