Sample Record for 2022-11-05-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993154 DEA: 120R3404 EFIS: 1218000079
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-12.9/R26.8
Work Description: REPLACE APPROACH SLABS, JOINT SEAL, AND APPLY METHACRYLATE ON BRIDGES.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM MOULTON PARKWAY UNDERCROSSING IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIR W, IRVINE, CA 92606
Resident Engineer: Nabil J. Ruda Structure Rep.: Ali Jenabzadeh
Sample Information
DIME Sample ID: 2022-11-05-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2022
The quantity of what the sample constitutes: 6 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0413
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shortload Mobile Mixers
Material Information
The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: MIX TRUCK
Where the material sample would have been placed if not sampled: Approach Slab Loc 7
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2022-11-05-6-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92649
Organization Email: frank.mai@dot.ca.gov
Organization Phone: 9492798846
This test has been superseded on 11/14/2022. The corrected test ID is: 2022-11-05-6-2
Reason: corrected
Test 2 of 2
DIME Test ID: 2022-11-05-6-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/14/2022
Date Tested: 11/08/2022
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test: Complies
The test was superseded from test ID: 2022-11-05-6-1
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.17 in^2
|
|
Cross sectional area of cylinder 2
|
28.17 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4840 psi
|
|
Maximum load on cylinder 1
|
131710 lb
|
|
Maximum load on cylinder 2
|
140910 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data0 hours
|
