Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215612 DEA: 081L6904 EFIS: 0820000139
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10,60-9.9/R24.2,R0.0/R4.6
Work Description: INDIVIDUAL SLAB REPLACEMENT.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 10 FROM ROUTE 15 TO ROUTE 215 AND ON ROUTE 60 FROM 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING TO EUCLID AVENUE UNDERCROSSING
Contractor Name: MYERS & SONS CONSTRUCTION LLC
Contractor Address: Unknown
Resident Engineer: DOMINIC EHIRIM Structure Rep.: Unknown
DIME Sample ID: 2021-09-01-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2021
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: PCC Rapid set beams
From where was the sample collected: Job Site
Laboratory sample identification: 11RA,11RB,11RC
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Myers and Sons Construction
The concrete mix design number: 800-3RSC
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TTI
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-09-01-38-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 09/10/2021
Date Tested: 09/08/2021
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
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
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
7 days
|
Modulus of rupture
|
800 psi
|
DIME Test ID: 2021-09-01-38-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 09/10/2021
Date Tested: 09/08/2021
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
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
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
7 days
|
Modulus of rupture
|
790 psi
|
DIME Test ID: 2021-09-01-38-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 09/10/2021
Date Tested: 09/08/2021
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
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
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
7 days
|
Modulus of rupture
|
700 psi
|