Sample Record for 2023-06-29-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8
Work Description: CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-06-29-24
TL Number from the TL Form: 062923
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: 06/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2023
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: 23-243
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated Ready Mix Concrete-Oxnard
Material Information
The concrete mix design number: SL590330
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 6844985
Concrete batch plant: Associated Ready Mix Concrete Oxnard
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: 2023-06-29-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/06/2023
Date Tested: 07/06/2023
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) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
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|
Test performed
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With no density determined
|
|
Capped in accordance with?
|
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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4.01 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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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4080 psi
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Maximum load on cylinder 1
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52252 lb
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Maximum load on cylinder 2
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49496 lb
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Maximum load on cylinder 3
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53173 lb
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Compressive strength of cylinder 1
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4117.6 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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3918.9 psi
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Compressive strength of cylinder 3
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4210.1 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
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
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Test 2 of 3
DIME Test ID: 2023-06-29-24-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/13/2023
Date Tested: 07/13/2023
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) 817-0387
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
|
4.03 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
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12.76 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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5500 psi
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Maximum load on cylinder 1
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69557 lb
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Maximum load on cylinder 2
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69817 lb
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Maximum load on cylinder 3
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69678 lb
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Compressive strength of cylinder 1
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5507.3 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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5471.6 psi
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Compressive strength of cylinder 3
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5516.9 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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14 days
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Age of specimen in hours
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0 hours
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Test 3 of 3
DIME Test ID: 2023-06-29-24-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/27/2023
Date Tested: 07/27/2023
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) 817-0387
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
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
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12.76 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)
|
5830 psi
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Maximum load on cylinder 1
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72962 lb
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Maximum load on cylinder 2
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79201 lb
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Maximum load on cylinder 3
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69732 lb
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Compressive strength of cylinder 1
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5776.9 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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6207.0 psi
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|
Compressive strength of cylinder 3
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5495 psi
|
|
Type of fracture pattern of cylinder 2
|
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
|
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
|
0 hours
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