Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213069 DEA: 074P2804 EFIS: 0716000278 MINOR: 07A4338
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-8.7/10.0
Work Description:
Location Description: In Thousand Oaks From SB Conejo Truck scale to 0.8 mile north of Truck scale in District 07 on Route 101
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2018-06-27-5
TL Number from the TL Form: 106626
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 983-26
Structure unique identifier: NA
Structure name: NA
The fabricator/manufacturer/facility name: NA
The concrete mix design number: 557247DH
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 5570015
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PRTERSON CHASE
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: NA
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-06-27-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/25/2018
Date Tested: 07/05/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617/CTM521
|
|
Average diameter of cylinder 1
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6.03 in
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Average diameter of cylinder 2
|
6.03 in
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Cross sectional area of cylinder 1
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28.56 in^2
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Cross sectional area of cylinder 2
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28.56 in^2
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Compressive strength (to nearest 10 psi)
|
2960 psi
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Maximum load on cylinder 1
|
83260 lb
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Maximum load on cylinder 2
|
85770 lb
|
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Compressive strength of cylinder 1
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2915.3 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
3003.2 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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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Age of specimen
|
8 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-06-27-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/25/2018
Date Tested: 07/25/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3860 psi
|
|
Maximum load on cylinder 1
|
109810 lb
|
|
Maximum load on cylinder 2
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109390 lb
|
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Compressive strength of cylinder 1
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3870.6 psi
|
|
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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3855.8 psi
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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28 days
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Age of specimen in hours
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no data
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