Sample Record for 2025-09-22-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000209 DEA: 07352304 EFIS: 0718000220
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R60.0/R75.0
Work Description: REPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location Description: LOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 banana Avenue, Fontana
Resident Engineer: OSCAR OSORIO Structure Rep.: Adriana Pimienta
Sample Information
DIME Sample ID: 2025-09-22-30
TL Number from the TL Form: 2025 09 22
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: 09/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2025
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: 25-1022
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
Material Information
The concrete mix design number: S85C440T14A
The truck number from where the sample was collected: 20155 load1
The batch plant ticket number from where the sample was collected: 265052
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 3
DIME Test ID: 2025-09-22-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/29/2025
Date Tested: 09/29/2025
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
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|
Number of specimens
|
3
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|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad 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
|
12.63 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
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Cross sectional area of cylinder 3
|
12.63 in^2
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Compressive strength (to nearest 10 psi)
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3540 psi
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Maximum load on cylinder 1
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45354 lb
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Maximum load on cylinder 2
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43954 lb
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Maximum load on cylinder 3
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44997 lb
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Compressive strength of cylinder 1
|
3591.0 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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3480.1 psi
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Compressive strength of cylinder 3
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3562.7 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
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
7 days
|
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Age of specimen in hours
|
no data0 hours
|
Test 2 of 3
DIME Test ID: 2025-09-22-30-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/06/2025
Date Tested: 10/06/2025
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
|
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
|
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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4000 psi
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Maximum load on cylinder 1
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51178 lb
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Maximum load on cylinder 2
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49145 lb
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Maximum load on cylinder 3
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51176 lb
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Compressive strength of cylinder 1
|
4052.1 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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3891.1 psi
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|
Compressive strength of cylinder 3
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4051.9 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
|
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 3 of 3
DIME Test ID: 2025-09-22-30-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/20/2025
Date Tested: 10/20/2025
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
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4600 psi
|
|
Maximum load on cylinder 1
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54348 lb
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Maximum load on cylinder 2
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59174 lb
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Maximum load on cylinder 3
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60708 lb
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Compressive strength of cylinder 1
|
4303.1 psi
|
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Type of fracture pattern of cylinder 1
|
2
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Compressive strength of cylinder 2
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4685.2 psi
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|
Compressive strength of cylinder 3
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4806.7 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)
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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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Correction factor for cylinder 3
|
1
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Age of specimen
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28 days
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Age of specimen in hours
|
no data0 hours
|
