Sample Record for 2023-12-27-23
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993870 DEA: 120R5604 EFIS: 1218000117
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,55,73,91,133,405-var
Work Description: PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS
Contractor Name: SECURITY PAVING COMPANY INC.
Contractor Address: 3075 Towngate Road, St. 200, Westlake Village, CA 91361
Resident Engineer: Roy Rivera Structure Rep.: Vian Ghazi
Sample Information
DIME Sample ID: 2023-12-27-23
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: 12/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/28/2023
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-0418
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: securty paving
Material Information
The concrete mix design number: G3-23-PCC-345HE
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: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-12-27-23-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/07/2024
Date Tested: 02/07/2024
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
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 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)
|
5680 psi
|
|
Maximum load on cylinder 1
|
70740 lb
|
|
Maximum load on cylinder 2
|
70510 lb
|
|
Maximum load on cylinder 3
|
75120 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
no data0
|
|
Correction factor for cylinder 2
|
no data0
|
|
Correction factor for cylinder 3
|
no data0
|
|
Age of specimen
|
42 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 4
DIME Test ID: 2023-12-27-23-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/07/2024
Date Tested: 01/24/2024
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
|
4.01 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
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5290 psi
|
|
Maximum load on cylinder 1
|
67920 lb
|
|
Maximum load on cylinder 2
|
67420 lb
|
|
Maximum load on cylinder 3
|
65280 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
no data0
|
|
Correction factor for cylinder 2
|
no data0
|
|
Correction factor for cylinder 3
|
no data0
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 3 of 4
DIME Test ID: 2023-12-27-23-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/22/2024
Date Tested: 02/21/2024
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
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
|
Cross sectional area of cylinder 2
|
12.76 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4710 psi
|
|
Maximum load on cylinder 1
|
50440 lb
|
|
Maximum load on cylinder 2
|
77030 lb
|
|
Maximum load on cylinder 3
|
52200 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
no data0
|
|
Correction factor for cylinder 2
|
no data0
|
|
Correction factor for cylinder 3
|
no data0
|
|
Age of specimen
|
56 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 4 of 4
DIME Test ID: 2023-12-27-23-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/07/2024
Date Tested: 03/06/2024
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
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 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)
|
5770 psi
|
|
Maximum load on cylinder 1
|
76160 lb
|
|
Maximum load on cylinder 2
|
71380 lb
|
|
Maximum load on cylinder 3
|
72350 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
no data0
|
|
Correction factor for cylinder 2
|
no data0
|
|
Correction factor for cylinder 3
|
no data0
|
|
Age of specimen
|
70 days
|
|
Age of specimen in hours
|
no data0 hours
|
