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Sample Record for 2017-11-15-3

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

Project Information

Project ID: 211889 DEA: 08368514 EFIS: 0813000077 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-81.1/87.5&177.3/181.1
Work Description: CONSTRUCT AIF AND DEMOLISH EXISTING AIF IN YERMO
Location Description: SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF YERMO ROAD OVERCROSSING TO 1.0 MILE SOUTH OF MINNEOLA ROAD OVERCROSSING AND FROM 1.2 MILE NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Darcy Davis Structure Rep.: Negrete, Luis

Sample Information

DIME Sample ID: 2017-11-15-3
TL Number from the TL Form: 20171115
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: 11/15/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete 6 x 12
From where was the sample collected: Source
Laboratory sample identification: 968-115
Structure unique identifier: Unknown
Structure name: Bridge Number 54 1215R
The fabricator/manufacturer/facility name: Cal Portland

Material Information

The concrete mix design number: 1598751
The truck number from where the sample was collected: 35785
The batch plant ticket number from where the sample was collected: 27466646
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: AIF AUTO Ivanpah Ditch CIDH Piles at Abutment 1 and abutment 5
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-11-15-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/29/2017
Date Tested: 11/29/2017
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:
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) 4660 psi
Maximum load on cylinder 1 133500 lb
Maximum load on cylinder 2 130700 lb
Compressive strength of cylinder 1 4705.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4623.3 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 14 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-11-15-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/13/2017
Date Tested: 12/13/2017
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:
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) 5710 psi
Maximum load on cylinder 1 162920 lb
Maximum load on cylinder 2 160090 lb
Compressive strength of cylinder 1 5763.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5662.9 psi
Type of fracture pattern of cylinder 2 2
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 1
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.