Sample Record for 2023-10-03-51
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994497 DEA: 120T5404 EFIS: 1222000062 MINOR: 12A2038
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22,57-L9.7/11
Work Description: REPLACE EXISTING SIGN STRUCTURE, INSTALL CHEVRON SIGNS, REFRESH STRIPING
Location Description: ORANGE COUNTY ON 22 AND 57
Contractor Name: SABU, LLC
Contractor Address: 52 Stargazer Way, Mission Viejo, CA 92692
Resident Engineer: Mona Shahidi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-10-03-51
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: 10/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2023
The quantity of what the sample constitutes: 3
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-0294
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERTSONS - ANAHEIM
Material Information
The concrete mix design number: SC590B33
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 8094852
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: 57 North 22 West Connector Beginning Of 22 West On Lavita Ave Exit
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2023-10-03-51-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/10/2023
Date Tested: 10/10/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.04 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2940 psi
|
|
Maximum load on cylinder 1
|
37120 lb
|
|
Maximum load on cylinder 2
|
37900 lb
|
|
Maximum load on cylinder 3
|
36320 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
Test 2 of 3
DIME Test ID: 2023-10-03-51-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/01/2023
Date Tested: 10/17/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.62 in^2
|
|
Cross sectional area of cylinder 2
|
12.62 in^2
|
|
Cross sectional area of cylinder 3
|
12.62 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2940 psi
|
|
Maximum load on cylinder 1
|
37120 lb
|
|
Maximum load on cylinder 2
|
37900 lb
|
|
Maximum load on cylinder 3
|
36320 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
Test 3 of 3
DIME Test ID: 2023-10-03-51-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/01/2023
Date Tested: 10/31/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.62 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4370 psi
|
|
Maximum load on cylinder 1
|
54320 lb
|
|
Maximum load on cylinder 2
|
55210 lb
|
|
Maximum load on cylinder 3
|
56090 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
