Sample Record for 2019-10-19-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214157 DEA: 081H3404 EFIS: 0817000016
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-210,215-21.1/R26.3,4.1/14.3
Work Description: PRECAST SLAB AND CURB RAMP REPLACEMENT AND PLACE RHMA-G.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 210 FROM 0.6 MILE EAST OF STATE STREET TO STERLING AVENUE AND ON ROUTE 215 FROM PALM STREET TO ROUTE 10/215 SEPARATION
Contractor Name: RV CONCRETE, INC.
Contractor Address: 605 E COMMERCIAL ST, ANAHEIM CA 92801
Resident Engineer: Samer Georges Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-10-19-22
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2019
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: Concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 1J-1A, 1J-1B, 1J-1C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RV Concrete Inc
Material Information
The concrete mix design number: RVC-60-3
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: TT1
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
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: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2019-10-19-22-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/20/2019
Date Tested: 10/29/2019
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
|
10 days
|
Modulus of rupture
|
690 psi
|
Test 2 of 3
DIME Test ID: 2019-10-19-22-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/20/2019
Date Tested: 10/29/2019
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
|
10 days
|
Modulus of rupture
|
700 psi
|
Test 3 of 3
DIME Test ID: 2019-10-19-22-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/20/2019
Date Tested: 10/29/2019
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
|
10 days
|
Modulus of rupture
|
720 psi
|