Sample Record for 2025-07-18-75
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001104 DEA: 072XR204 EFIS: 0725000163
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-VAR
Work Description: BID ITEM : STEEL SOLDIER PILE (W12X120) ASTM A992 Gr 50, Bare Steel, 100% Domestic 38 PILES AVAILABLE IMMEDIATELY FROM STOCK 37 PILES AVAILABLE FROM FUTURE MILL ROLL OF 3/16/25 Supplied as: 75 EA. @ 33'9"
Location Description: PCH
Contractor Name: Myers & Sons Construction
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Steve Zaw Structure Rep.: Mehrzad Moheb
Sample Information
DIME Sample ID: 2025-07-18-75
TL Number from the TL Form: 071825
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: 07/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2025
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: 25-519
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
Material Information
The concrete mix design number: S85E840T11
The truck number from where the sample was collected: 22180
The batch plant ticket number from where the sample was collected: 190670
Concrete batch plant: National Ready Mix Concrete Company
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: 2025-07-18-75-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/19/2025
Date Tested: 08/01/2025
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?
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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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4.02 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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4.02 in
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Cross sectional area of cylinder 1
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12.69 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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12.69 in^2
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Compressive strength (to nearest 10 psi)
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5280 psi
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Maximum load on cylinder 1
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66505 lb
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Maximum load on cylinder 2
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65907 lb
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Maximum load on cylinder 3
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68140 lb
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Compressive strength of cylinder 1
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5240.7 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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5218.3 psi
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Compressive strength of cylinder 3
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5369.6 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
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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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14 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: 2025-07-18-75-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/19/2025
Date Tested: 08/15/2025
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
|
4.02 in
|
|
Average diameter of cylinder 3
|
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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12.69 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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6180 psi
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Maximum load on cylinder 1
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75056 lb
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Maximum load on cylinder 2
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81658 lb
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Maximum load on cylinder 3
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77929 lb
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Compressive strength of cylinder 1
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5942.7 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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6434.8 psi
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Compressive strength of cylinder 3
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6170.2 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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28 days
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Age of specimen in hours
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no data0 hours
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