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: 2023-05-22-84
TL Number from the TL Form: 146777
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: 05/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2023
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: 23-146
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Beador Construction
The concrete mix design number: SL675330
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
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: 2023-05-22-84-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/19/2023
Date Tested: 06/19/2023
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
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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 C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.03 in
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Average diameter of cylinder 2
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4.02 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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12.76 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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6630 psi
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Maximum load on cylinder 1
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84792 lb
|
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Maximum load on cylinder 2
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83756 lb
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Maximum load on cylinder 3
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83892 lb
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Compressive strength of cylinder 1
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6645.1 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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6600.2 psi
|
|
Compressive strength of cylinder 3
|
6642.3 psi
|
|
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
|
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
|
28 days
|
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2023-05-22-84-2
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.03 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.76 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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6660 psi
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Maximum load on cylinder 1
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84212 lb
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Maximum load on cylinder 2
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85008 lb
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Maximum load on cylinder 3
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84926 lb
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Compressive strength of cylinder 1
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6667.6 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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6662.1 psi
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|
Compressive strength of cylinder 3
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6655.6 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
|
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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42 days
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Age of specimen in hours
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no data0 hours
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