Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994438 DEA: 120U1604 EFIS: 1223000043
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-12.07
Work Description: CONSTRUCT SOLDIER PILE WALL AND PRE-CAST CONCRETE LAGGING, CEMENT SLURRY BACKFILL
Location Description: Culvert Failure and Shoulder Lost on SR-1 (PCH) in City of Laguna Beach.
Contractor Name: DRILL TECH DRILLING & SHORING
Contractor Address: 2200 WYMORE WAY, ANTIOCH, CA 94509
Resident Engineer: Kami Fallah Structure Rep.: Chungkeun Lee
DIME Sample ID: 2023-01-12-54
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: 01/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2023
The quantity of what the sample constitutes: 8
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-0001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertson's / Irvine
The concrete mix design number: RRM20012
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: Batch Plant Trial Batch
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-01-12-54-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2023
Date Tested: 01/10/2023
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: complies
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
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.75 in^2
|
|
Cross sectional area of cylinder 2
|
12.62 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3490 psi
|
|
Maximum load on cylinder 1
|
35950 lb
|
|
Maximum load on cylinder 2
|
52420 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
|
5 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-01-12-54-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2023
Date Tested: 01/19/2023
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.62 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4490 psi
|
|
Maximum load on cylinder 1
|
55430 lb
|
|
Maximum load on cylinder 2
|
57640 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
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-01-12-54-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2023
Date Tested: 01/26/2023
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.66 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5430 psi
|
|
Maximum load on cylinder 1
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68930 lb
|
|
Maximum load on cylinder 2
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67520 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
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Type of fracture pattern of cylinder 2
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1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Age of specimen
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14 days
|
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Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-01-12-54-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/10/2023
Date Tested: 02/09/2023
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6410 psi
|
|
Maximum load on cylinder 1
|
81150 lb
|
|
Maximum load on cylinder 2
|
79920 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
