Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:
DIME Sample ID: 2018-02-12-6
TL Number from the TL Form: L10-020-18
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: 02/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2018
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: 866-2018
Structure unique identifier: SOUTH POUR AREA PANELS B17 B2
Structure name:
The fabricator/manufacturer/facility name: A A
The concrete mix design number: SFI-LWSBS5
The truck number from where the sample was collected: 423
The batch plant ticket number from where the sample was collected: 423550
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2018-02-12-6-1
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 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
|
6.00 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)
|
6990 psi
|
Maximum load on cylinder 1
|
196700 lb
|
Maximum load on cylinder 2
|
198660 lb
|
Compressive strength of cylinder 1
|
6957.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
7027.2 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
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2018-02-12-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/09/2018
Date Tested: 04/09/2018
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
|
6.00 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)
|
7090 psi
|
Maximum load on cylinder 1
|
202340 lb
|
Maximum load on cylinder 2
|
199160 lb
|
Compressive strength of cylinder 1
|
7132.2 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
7044.9 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
|
56 days
|
Age of specimen in hours
|
no data
|