Sample Record for 2016-10-12-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211393 DEA: 081F1104 EFIS: 0814000160
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-38.6-L5759
Work Description: CONSTRUCT A SAND HOUSE AND CHAIN LINK FENCE AT ONYX SUMMIT
Location Description: SAN BERNARDINO COUNTY AT ONYX SUMMIT 0.7 MILES SOUTH OF PIPES ROAD
Contractor Name: BRM
Contractor Address: Unknown
Resident Engineer: Al-Hakem Alina Structure Rep.: Al-Hakem Alina
Sample Information
DIME Sample ID: 2016-10-12-3
TL Number from the TL Form: 001
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/12/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 949-01
Structure unique identifier: ONYX SUMMIT SAND HOUSE
Structure name: FOUNDATION
The fabricator/manufacturer/facility name: ROBERSTSONS
Material Information
The concrete mix design number: RRM09013
The truck number from where the sample was collected: 1728
The batch plant ticket number from where the sample was collected: 2318896
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TAIL
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 4
DIME Test ID: 2016-10-12-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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: 213-792-4794
This test has been superseded on 10/26/2016.
Reason: retested
Test 2 of 4
DIME Test ID: 2016-10-12-3-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/09/2016
Date Tested: 11/09/2016
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
|
5.98 in
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|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
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|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5670 psi
|
|
Maximum load on cylinder 1
|
159990 lb
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|
Maximum load on cylinder 2
|
159100 lb
|
|
Compressive strength of cylinder 1
|
5695.6 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5645.8 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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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no data
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Age of specimen
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28 days
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Age of specimen in hours
|
no data
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Test 3 of 4
DIME Test ID: 2016-10-12-3-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/26/2016
Date Tested: 10/26/2016
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
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4500 psi
|
|
Maximum load on cylinder 1
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124760 lb
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|
Maximum load on cylinder 2
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128030 lb
|
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Compressive strength of cylinder 1
|
4441.4 psi
|
|
Type of fracture pattern of cylinder 1
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2
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|
Compressive strength of cylinder 2
|
4557.8 psi
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|
Type of fracture pattern of cylinder 2
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3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
no data
|
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Age of specimen
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14 days
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Age of specimen in hours
|
no data
|
Test 4 of 4
DIME Test ID: 2016-10-12-3-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/26/2016
Date Tested: 10/19/2016
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
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3710 psi
|
|
Maximum load on cylinder 1
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105540 lb
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|
Maximum load on cylinder 2
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103110 lb
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Compressive strength of cylinder 1
|
3757.2 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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3659.0 psi
|
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Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
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