Sample Record for 2024-01-08-41
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995370 DEA: 072XG004 EFIS: 0723000145
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-40.3/46.1
Work Description: Remove the mudslide and rock slide behind the catchment wall, perform rock scaling, reconstruct the slope drapery protection system, rebuild the damaged slope with geogrid and subdrains, repair/replace the washed out roadway, construct earth berms and place erosion control on the washed out slopes
Location Description:
Contractor Name: SGV Enterprises, Inc.
Contractor Address: Unknown
Resident Engineer: TRAN DANGLONG Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-01-08-41
TL Number from the TL Form: 109313
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 01/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Portland
Material Information
The concrete mix design number: None
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Cal Portland
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-01-08-41-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/16/2024
Date Tested: 01/11/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4740 psi
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Maximum load on cylinder 1
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54277 lb
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Maximum load on cylinder 2
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64624 lb
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Maximum load on cylinder 3
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60572 lb
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Compressive strength of cylinder 1
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4297.5 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5116.7 psi
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Compressive strength of cylinder 3
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4795.9 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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3 days
|
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Age of specimen in hours
|
no data0 hours
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Test 2 of 3
DIME Test ID: 2024-01-08-41-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/16/2024
Date Tested: 01/15/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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6340 psi
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Maximum load on cylinder 1
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78020 lb
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Maximum load on cylinder 2
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80354 lb
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Maximum load on cylinder 3
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81958 lb
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Compressive strength of cylinder 1
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6177.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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6362.2 psi
|
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Compressive strength of cylinder 3
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6489.2 psi
|
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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Test 3 of 3
DIME Test ID: 2024-01-08-41-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/05/2024
Date Tested: 02/05/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
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|
Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
|
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Compressive strength (to nearest 10 psi)
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7300 psi
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Maximum load on cylinder 1
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91144 lb
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Maximum load on cylinder 2
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92412 lb
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Maximum load on cylinder 3
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92725 lb
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Compressive strength of cylinder 1
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7250.9 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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7316.9 psi
|
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Compressive strength of cylinder 3
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7341.6 psi
|
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
|
2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
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|
Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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