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Sample Record for 2017-07-03-1

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

Project Information

Project ID: 211507 DEA: 07279114 EFIS: 0715000075 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-R24.4/R25.3
Work Description: CONSTRUCT RAMPS AND AUXILIARY LANE.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTORS UNDERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Martin Sandoval Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-07-03-1
TL Number from the TL Form: 3
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/03/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2017
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: 958-3
Structure unique identifier: GRANS AVE OFF RAMP WB 60
Structure name: RCB DS 8
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1418590
The truck number from where the sample was collected: 10067800
The batch plant ticket number from where the sample was collected: 27202652
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.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2017-07-03-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/07/2017
Date Tested: 07/06/2017
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:
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) 2660 psi
Maximum load on cylinder 1 76230 lb
Maximum load on cylinder 2 74050 lb
Compressive strength of cylinder 1 2696.5 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 2619.4 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 no data
Age of specimen 3 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2017-07-03-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/31/2017
Date Tested: 07/31/2017
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:
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 5.99 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4320 psi
Maximum load on cylinder 1 119500 lb
Maximum load on cylinder 2 124930 lb
Compressive strength of cylinder 1 4240.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4403.6 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 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
2017-07-03-1-3ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens07/06/201710/11/2017Jose GuzmanCT - Southern Regional LaboratoryHOLD