Sample Record for 2025-04-30-47
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995106 DEA: 072XA604 EFIS: 0723000080
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2-65.2/66.4, 65.2/66.40000000000001
Work Description: Repair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes
Location Description:
Contractor Name: SGV ENTERPRISES INC
Contractor Address: 615 LAS TUNAS DR STE J, ARCADIA, CA 91007
Resident Engineer: Ali Shalviri Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-04-30-47
TL Number from the TL Form: 07-2XA604
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 04/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-104
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: RRM13017
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 1264785
Concrete batch plant: Robertsons
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: 2025-04-30-47-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/07/2025
Date Tested: 05/07/2025
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: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
6.01 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.37 in^2
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|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
|
3100 psi
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Maximum load on cylinder 1
|
89823 lb
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Maximum load on cylinder 2
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85751 lb
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Compressive strength of cylinder 1
|
3166.1 psi
|
|
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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3033.3 psi
|
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Type of fracture pattern of cylinder 2
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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
|
1
|
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Age of specimen
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7 days
|
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Age of specimen in hours
|
no data0 hours
|
Test 2 of 3
DIME Test ID: 2025-04-30-47-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/14/2025
Date Tested: 05/14/2025
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: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3470 psi
|
|
Maximum load on cylinder 1
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91909 lb
|
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Maximum load on cylinder 2
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104350 lb
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|
Compressive strength of cylinder 1
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3239.7 psi
|
|
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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3691.2 psi
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|
Type of fracture pattern of cylinder 2
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2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
|
1
|
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Age of specimen
|
14 days
|
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Age of specimen in hours
|
no data0 hours
|
Test 3 of 3
DIME Test ID: 2025-04-30-47-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/24/2025
Date Tested: 05/27/2025
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4710 psi
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|
Maximum load on cylinder 1
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133241 lb
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Maximum load on cylinder 2
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133630 lb
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Compressive strength of cylinder 1
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4696.5 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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4726.9 psi
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Type of fracture pattern of cylinder 2
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2
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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
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27 days
|
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Age of specimen in hours
|
no data0 hours
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