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Sample Record for 2016-03-14-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 210737 DEA: 073X7114 EFIS: 0715000132 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,126-R7.4/R8.1
Work Description: REALIGN RAMPS, WIDEN BRIDGE, AND REPLACE RAMPS PAVEMENT.
Location Description: IN LA COUNTY, IN CITY OF MONTEBELLOAT PARAMOUNT BOULEVARD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave., Fontana, CA 92335
Resident Engineer: Ragy Samy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-03-14-2
TL Number from the TL Form: 1269494
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/14/2016
Date that the sample was received by the laboratory/organization performing the testing: 03/16/2016
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: 929-94
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Plant

Material Information

The concrete mix design number: S62578
The truck number from where the sample was collected: 361
The batch plant ticket number from where the sample was collected: 1269494
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: Batch Plant
Where the material sample would have been placed if not sampled: 60 Paramount WB off Ramp
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2016-03-14-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2016
Date Tested: 03/28/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 2930 psi
Maximum load on cylinder 1 79950 lb
Maximum load on cylinder 2 84510 lb
Compressive strength of cylinder 1 2846.2 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3008.5 psi
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
Correction factor for cylinder 2 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-03-14-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2016
Date Tested: 04/11/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 3890 psi
Maximum load on cylinder 1 109400 lb
Maximum load on cylinder 2 109090 lb
Compressive strength of cylinder 1 3894.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3883.6 psi
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
Correction factor for cylinder 2 no data
Age of specimen 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.