Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994296 DEA: 07336004 EFIS: 0716000375
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-R1.4/1.8
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER
Contractor Name: BEADOR CONSTRUCTION
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: DENRICK BAUTISTA Structure Rep.: Unknown
DIME Sample ID: 2023-06-19-31
TL Number from the TL Form: 061923
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: 06/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2023
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: 23-211
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: State Ready Mix
The concrete mix design number: 15041R
The truck number from where the sample was collected: 9
The batch plant ticket number from where the sample was collected: 115344
Concrete batch plant: State Ready Mix
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.:
DIME Test ID: 2023-06-19-31-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/26/2023
Date Tested: 06/26/2023
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) 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
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
|
4.01 in
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Average diameter of cylinder 2
|
4.02 in
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Average diameter of cylinder 3
|
4.02 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
|
12.69 in^2
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Cross sectional area of cylinder 3
|
12.69 in^2
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Compressive strength (to nearest 10 psi)
|
3930 psi
|
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Maximum load on cylinder 1
|
49660 lb
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Maximum load on cylinder 2
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49468 lb
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Maximum load on cylinder 3
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50215 lb
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Compressive strength of cylinder 1
|
3931.9 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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3898.2 psi
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|
Compressive strength of cylinder 3
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3957.1 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
|
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
|
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
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DIME Test ID: 2023-06-19-31-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/03/2023
Date Tested: 07/03/2023
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) 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
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.02 in
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Cross sectional area of cylinder 1
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12.76 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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12.69 in^2
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Compressive strength (to nearest 10 psi)
|
4730 psi
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Maximum load on cylinder 1
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59374 lb
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Maximum load on cylinder 2
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59842 lb
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Maximum load on cylinder 3
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61004 lb
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Compressive strength of cylinder 1
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4653.1 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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4738.1 psi
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Compressive strength of cylinder 3
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4807.2 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
|
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
|
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
|
14 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2023-06-19-31-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/10/2023
Date Tested: 07/10/2023
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) 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
|
4.03 in
|
|
Cross sectional area of cylinder 1
|
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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12.76 in^2
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Compressive strength (to nearest 10 psi)
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5300 psi
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Maximum load on cylinder 1
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67372 lb
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Maximum load on cylinder 2
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65733 lb
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Maximum load on cylinder 3
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68617 lb
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Compressive strength of cylinder 1
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5334.3 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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5179.9 psi
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Compressive strength of cylinder 3
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5377.5 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
|
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
|
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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21 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2023-06-19-31-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/17/2023
Date Tested: 07/17/2023
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) 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
|
4.04 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.82 in^2
|
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Cross sectional area of cylinder 2
|
12.69 in^2
|
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Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5990 psi
|
|
Maximum load on cylinder 1
|
76449 lb
|
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Maximum load on cylinder 2
|
76926 lb
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Maximum load on cylinder 3
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75592 lb
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Compressive strength of cylinder 1
|
5963.3 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
|
6061.9 psi
|
|
Compressive strength of cylinder 3
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5956.8 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
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