Sample Record for 2015-05-27-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209141 DEA: 07215954 EFIS: 0700001835
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Thang Ton Structure Rep.: Amare Tsagie
Sample Information
DIME Sample ID: 2015-05-27-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: G3 Quality, Incorporated - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/27/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Job site
Material Information
The concrete mix design number: 153695
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 21
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CIDH Pile
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2015-05-27-11-1
Test Method: ASTM C1064-12: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/21/2015
Date Tested: 05/27/2015
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Test 2 of 5
DIME Test ID: 2015-05-27-11-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 10/21/2015
Date Tested: 05/27/2015
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Identification of concrete represented by the sample
|
CIDH Pile
|
Volume of the measure
|
0.5 ft^3
|
Density of concrete
|
144.6 lb/ft^3
|
Yield of concrete
|
no data
|
Relative yield of the batch
|
no data
|
Cement content
|
no data
|
Air content
|
no data
|
Test 3 of 5
DIME Test ID: 2015-05-27-11-3
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/21/2015
Date Tested: 05/27/2015
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Test 4 of 5
DIME Test ID: 2015-05-27-11-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 10/21/2015
Date Tested: 06/03/2015
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4600 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Maximum load on cylinder 1
|
131050 lb
|
Maximum load on cylinder 2
|
130180 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
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
|
7 days
|
Test 5 of 5
DIME Test ID: 2015-05-27-11-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/21/2015
Date Tested: 06/24/2015
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance: comply
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)
|
6300 psi
|
Maximum load on cylinder 1
|
181110 lb
|
Maximum load on cylinder 2
|
176360 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
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
|