Sample Record for 2024-06-12-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-12-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Sample Organization Contact: (562) 500-5861
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2024
The quantity of what the sample constitutes: 5
A brief description of the sample: 5
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
The concrete mix design number: 00000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 00000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 7
DIME Test ID: 2024-06-12-7-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
This test has been superseded on 11/13/2024. The corrected test ID is: 2024-06-12-7-8
Reason: corrected
Test 2 of 7
DIME Test ID: 2024-06-12-7-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 07/23/2024
Date Tested: 06/20/2024
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of specimens
|
2
|
|
Does the testing machine measure load or stress on the beam specimen?
|
Stress
|
|
Fracture initiates in the tension surface
|
Outside of the Middle Third of the Span Length by No More Than 5 Percent
|
|
Fracture occurred at a capped section
|
No
|
|
Is a beam dimensional correction factor used?
|
No
|
|
Age of specimen
|
8 days
|
|
Modulus of rupture
|
10 psi
|
|
Modulus of rupture average
|
10 psi
|
|
Modulus of rupture 2
|
10 psi
|
Test 3 of 7
DIME Test ID: 2024-06-12-7-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
Data has not been verified.
Test 4 of 7
DIME Test ID: 2024-06-12-7-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/15/2024
Date Tested: 07/12/2024
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
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?
|
no data
|
|
Apparent mass of submerged cylinder 1
|
3 lb
|
|
Average diameter of cylinder 1
|
0.03 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
10 psi
|
|
Maximum load on cylinder 1
|
2 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
1 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 5 of 7
DIME Test ID: 2024-06-12-7-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/15/2024
Date Tested: 07/15/2024
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
no data
|
|
Apparent mass of submerged cylinder 1
|
1 lb
|
|
Average diameter of cylinder 1
|
0.01 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
10 psi
|
|
Maximum load on cylinder 1
|
2 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
1 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 7
DIME Test ID: 2024-06-12-7-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
Data has not been verified.
Test 7 of 7
DIME Test ID: 2024-06-12-7-8
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
Data has not been verified.
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-06-12-7-6 | ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 07/15/2024 | 07/19/2024 | Alexis Corona | CT HQ - Sacramento Materials Management Branch Field Office | | Alexis Corona |
109164
