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Sample Record for 2018-03-05-5

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: 2018-03-05-5
TL Number from the TL Form: 20180305
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: 03/05/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete 6 x 12
From where was the sample collected: Source
Laboratory sample identification: 968-305
Structure unique identifier: Unknown
Structure name: Approach Slabs Ivanpah Ditch
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1598749
The truck number from where the sample was collected: np
The batch plant ticket number from where the sample was collected: np
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: np
Where the material sample would have been placed if not sampled: Approach Slabs Ivanpah Ditch
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2018-03-05-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/12/2018
Date Tested: 03/12/2018
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) 4120 psi
Maximum load on cylinder 1 119150 lb
Maximum load on cylinder 2 114010 lb
Compressive strength of cylinder 1 4199.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4032.9 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 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2018-03-05-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/19/2018
Date Tested: 03/19/2018
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 6.02 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4640 psi
Maximum load on cylinder 1 133160 lb
Maximum load on cylinder 2 130190 lb
Compressive strength of cylinder 1 4678.8 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4605.2 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 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2018-03-05-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/02/2018
Date Tested: 04/02/2018
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 6.02 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 5810 psi
Maximum load on cylinder 1 168940 lb
Maximum load on cylinder 2 161160 lb
Compressive strength of cylinder 1 5954.9 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5662.7 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.