Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209453 DEA: 080J8504 EFIS: 0800000324
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R24.1
Work Description: REPLACE EXISTING BRIDGE.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
Contractor Name: Steve P Rados Inc
Contractor Address: 2002 E McFadden Ave, Santa Ana, CA 92705
Resident Engineer: Amgad Benjamin Structure Rep.: Osama Abdalla
DIME Sample ID: 2016-04-25-6
TL Number from the TL Form: 141714
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: 04/25/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2016
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: 901-14
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: HI-GRADE MATERIALS
The concrete mix design number: HG78547A
The truck number from where the sample was collected: 8424
The batch plant ticket number from where the sample was collected: 207141
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: MIXER
Where the material sample would have been placed if not sampled: STAGE 2 GIRDER SPLICES
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-04-25-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/16/2016
Date Tested: 05/16/2016
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
|
6.01 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)
|
5880 psi
|
|
Maximum load on cylinder 1
|
166930 lb
|
|
Maximum load on cylinder 2
|
166970 lb
|
|
Compressive strength of cylinder 1
|
5884.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5885.4 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
21 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-04-25-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/23/2016
Date Tested: 05/23/2016
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
|
6.01 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)
|
6470 psi
|
|
Maximum load on cylinder 1
|
183260 lb
|
|
Maximum load on cylinder 2
|
183670 lb
|
|
Compressive strength of cylinder 1
|
6459.6 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6474.1 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-04-25-6-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/06/2016
Date Tested: 06/06/2016
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
|
6.01 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)
|
6860 psi
|
|
Maximum load on cylinder 1
|
197400 lb
|
|
Maximum load on cylinder 2
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191990 lb
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Compressive strength of cylinder 1
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6958.1 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
6767.4 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
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42 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-04-25-6-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/20/2016
Date Tested: 06/20/2016
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
|
6.01 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)
|
7010 psi
|
|
Maximum load on cylinder 1
|
199420 lb
|
|
Maximum load on cylinder 2
|
198230 lb
|
|
Compressive strength of cylinder 1
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7029.3 psi
|
|
Type of fracture pattern of cylinder 1
|
2
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|
Compressive strength of cylinder 2
|
6987.3 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
56 days
|
|
Age of specimen in hours
|
no data
|
