Sample Record for 2017-05-31-7
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: 2017-05-31-7
TL Number from the TL Form: 3
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: 05/31/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2017
The quantity of what the sample constitutes: 4
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: Unknown
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: 27125530
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: 2017-05-31-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/28/2017
Date Tested: 06/28/2017
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
|
6.02 in
|
Average diameter of cylinder 2
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
4440 psi
|
Maximum load on cylinder 1
|
127560 lb
|
Maximum load on cylinder 2
|
125230 lb
|
Compressive strength of cylinder 1
|
4482.1 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4400.2 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
|
no data
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2017-05-31-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/13/2017
Date Tested: 07/12/2017
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
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
4880 psi
|
Maximum load on cylinder 1
|
139670 lb
|
Maximum load on cylinder 2
|
136920 lb
|
Compressive strength of cylinder 1
|
4940.6 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
4826.2 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
|
42 days
|
Age of specimen in hours
|
no data
|