Sample Record for 2017-05-17-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
Sample Information
DIME Sample ID: 2017-05-17-10
TL Number from the TL Form: 2179563
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2017
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: 946-63
Structure unique identifier: RW 2137
Structure name: FTG
The fabricator/manufacturer/facility name: READY MIX
Material Information
The concrete mix design number: CM5645
The truck number from where the sample was collected: 215
The batch plant ticket number from where the sample was collected: 101102745
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 3
Where the material sample would have been placed if not sampled: RW 2137 FTG
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-05-17-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/22/2017
Date Tested: 05/22/2017
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
|
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)
|
2830 psi
|
Maximum load on cylinder 1
|
77010 lb
|
Maximum load on cylinder 2
|
83290 lb
|
Compressive strength of cylinder 1
|
2732.8 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
2935.8 psi
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
5 days
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2017-05-17-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/31/2017
Date Tested: 05/31/2017
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
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
3530 psi
|
Maximum load on cylinder 1
|
100990 lb
|
Maximum load on cylinder 2
|
99160 lb
|
Compressive strength of cylinder 1
|
3559.7 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3495.2 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
|
14 days
|
Age of specimen in hours
|
no data
|