Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 7409 DEA: 07245403 EFIS: 0700000431
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.1/32.3
Work Description: Construct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6
Location Description: 10 & 605 IC
Contractor Name: MCM Construction, Inc.
Contractor Address: 6413 32nd Street, North Highlands, CA 95660
Resident Engineer: Hassan Azima Structure Rep.: Ali EL-Zaynab
DIME Sample ID: 2015-10-06-4
TL Number from the TL Form: 60523
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: 10/06/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 854-23
Structure unique identifier: 10 AND 605 INTERCHANGE
Structure name: ABUTMENT 18 HINGE POUR
The fabricator/manufacturer/facility name: NATIONAL
The concrete mix design number: S75133
The truck number from where the sample was collected: 456
The batch plant ticket number from where the sample was collected: 210199
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-06-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/20/2015
Date Tested: 10/20/2015
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
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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
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4380 psi
|
|
Maximum load on cylinder 1
|
126070 lb
|
|
Maximum load on cylinder 2
|
121630 lb
|
|
Compressive strength of cylinder 1
|
4459.5 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4302.4 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
|
14 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2015-10-06-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/27/2015
Date Tested: 10/27/2015
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
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4570 psi
|
|
Maximum load on cylinder 1
|
129410 lb
|
|
Maximum load on cylinder 2
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129000 lb
|
|
Compressive strength of cylinder 1
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4577.6 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4563.1 psi
|
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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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21 days
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|
Age of specimen in hours
|
no data
|
DIME Test ID: 2015-10-06-4-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/03/2015
Date Tested: 11/03/2015
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
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5480 psi
|
|
Maximum load on cylinder 1
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154940 lb
|
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Maximum load on cylinder 2
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155100 lb
|
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Compressive strength of cylinder 1
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5480.7 psi
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Compressive strength of cylinder 2
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5486.4 psi
|
|
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
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
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no data
|
|
Age of specimen
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28 days
|
|
Age of specimen in hours
|
no data
|
