Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211392 DEA: 080K8414 EFIS: 0814000073
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-L5726-L5726
Work Description: CONSTRUCT OFFICE BUILDING
Location Description: SAN BERNARDINO COUNTY AT THE CALTRANS MAINTENANCE STATION 175 WEST CLUSTER STREET SAN BERNARDINO, CALIFORNIA 92402
Contractor Name: ReCom Development Company
Contractor Address: 2488 Dixon Lane, Bishop, CA 93514
Resident Engineer: Al-Hakem Alina Structure Rep.: Al-Hakem Alina
DIME Sample ID: 2016-11-30-6
TL Number from the TL Form: 1130
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: 11/30/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 954-1130
Structure unique identifier: Unknown
Structure name: OFFICE BUILDING
The fabricator/manufacturer/facility name: ROBERTSONS REDLAND
The concrete mix design number: SC590B38
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUE
Where the material sample would have been placed if not sampled: SLAB FOR OFFICE BUILDING AT CLUSTER MAINTENANCE IN SBD
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-11-30-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/07/2016
Date Tested: 12/07/2016
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
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Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
|
6.00 in
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Cross sectional area of cylinder 1
|
28.27 in^2
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|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
|
3160 psi
|
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Maximum load on cylinder 1
|
1 lb
|
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Maximum load on cylinder 2
|
90100 lb
|
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Compressive strength of cylinder 1
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3130.2 psi
|
|
Type of fracture pattern of cylinder 1
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4
|
|
Compressive strength of cylinder 2
|
3187.1 psi
|
|
Type of fracture pattern of cylinder 2
|
4
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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
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
7 days
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|
Age of specimen in hours
|
no data
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DIME Test ID: 2016-11-30-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/14/2016
Date Tested: 12/14/2016
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3900 psi
|
|
Maximum load on cylinder 1
|
111850 lb
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Maximum load on cylinder 2
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109020 lb
|
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Compressive strength of cylinder 1
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3942.5 psi
|
|
Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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3856.4 psi
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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
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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
|
DIME Test ID: 2016-11-30-6-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/24/2017
Date Tested: 12/21/2016
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
|
6.00 in
|
|
Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
|
4530 psi
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Maximum load on cylinder 1
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127470 lb
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Maximum load on cylinder 2
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129320 lb
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Compressive strength of cylinder 1
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4509.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4543.9 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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no data
|
|
Age of specimen
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21 days
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|
Age of specimen in hours
|
no data
|
