Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212988 DEA: 080R1604 EFIS: 0812000029
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R50.0/R75.0
Work Description: REGRADE MEDIAN CROSS SLOPES
Location Description: NEAR LUDLOW FROM 0.3 MILES EAST OF CRUCERO ROAD TO 0.4 MILE WEST OF BADGER WASH
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Thanh Pham Structure Rep.: Leonard Romero
DIME Sample ID: 2019-05-16-6
TL Number from the TL Form: 1
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: 05/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2019
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: 991-01
Structure unique identifier:
Structure name: DRAINAGE SYSTEM NO 8
The fabricator/manufacturer/facility name: Robertsons LUCERNE
The concrete mix design number: SC675B39
The truck number from where the sample was collected: 1910
The batch plant ticket number from where the sample was collected: 4097457
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: FISHER INDUSTRIES
A detailed description of where the material sample was collected: 4 CY
Where the material sample would have been placed if not sampled: DRAINAGE SYSTEM NO 8
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-05-16-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 05/28/2019
Date Tested: 05/23/2019
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
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3600 psi
|
|
Average diameter of cylinder 1
|
6.02 in
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Average diameter of cylinder 2
|
6.02 in
|
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Compressive strength of cylinder 1
|
3554.8 psi
|
|
Compressive strength of cylinder 2
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3644.8 psi
|
|
Maximum load on cylinder 1
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101170 lb
|
|
Maximum load on cylinder 2
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103730 lb
|
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
|
1
|
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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
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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7 days
|
DIME Test ID: 2019-05-16-6-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 06/14/2019
Date Tested: 06/13/2019
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
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4470 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
4447.3 psi
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Compressive strength of cylinder 2
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4482.9 psi
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|
Maximum load on cylinder 1
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126170 lb
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|
Maximum load on cylinder 2
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127180 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
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28 days
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