Sample Record for 2025-09-07-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995228 DEA: 07347904 EFIS: 0718000123
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-405-31.2/41.4
Work Description: COLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location Description: LOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 Livingston Ave, Valencia , CA,91355-4171
Resident Engineer: Denrick Bautista Structure Rep.: Gon Choi
Sample Information
DIME Sample ID: 2025-09-07-10
TL Number from the TL Form: 018598
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: 09/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2025
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: 25-915
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard
Material Information
The concrete mix design number: HE4x12 BM
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 844352
Concrete batch plant: Vanguard
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 2
DIME Test ID: 2025-09-07-10-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/10/2025
Date Tested: 09/10/2025
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:
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Unit system used?
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US Units
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Number of specimens
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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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4.00 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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12.57 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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5230 psi
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Maximum load on cylinder 1
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67109 lb
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Maximum load on cylinder 2
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64571 lb
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Maximum load on cylinder 3
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66258 lb
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Compressive strength of cylinder 1
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5338.8 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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5112.5 psi
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Compressive strength of cylinder 3
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5246.1 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
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no data0 hours
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Test 2 of 2
DIME Test ID: 2025-09-07-10-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/06/2025
Date Tested: 10/05/2025
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
|
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
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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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6770 psi
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Maximum load on cylinder 1
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84246 lb
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Maximum load on cylinder 2
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85633 lb
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Maximum load on cylinder 3
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86699 lb
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Compressive strength of cylinder 1
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6670.3 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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6780.1 psi
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Compressive strength of cylinder 3
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6864.5 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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28 days
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Age of specimen in hours
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no data0 hours
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