Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213261 DEA: 071XH004 EFIS: 0718000239
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47-.86, 0.86, 0.86
Work Description: Remove and replace the two (2) long finger joint assemblies at Bents 11 and 12 and repair the elevators in both towers
Location Description:
Contractor Name: GOLDEN STATE BRIDGE INC
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Thang Ton Structure Rep.: Noah Bruton
DIME Sample ID: 2019-03-08-15
TL Number from the TL Form: 192251
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: 03/08/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 992 251
Structure unique identifier: na
Structure name: na
The fabricator/manufacturer/facility name: na
The concrete mix design number: na
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: goden state bridge
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: na
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-03-08-15-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/22/2019
Date Tested: 03/22/2019
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
|
|
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)
|
5660 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
5751.5 psi
|
|
Compressive strength of cylinder 2
|
5560.5 psi
|
|
Maximum load on cylinder 1
|
163170 lb
|
|
Maximum load on cylinder 2
|
157750 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
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
|
1
|
|
Age of specimen
|
14 days
|
DIME Test ID: 2019-03-08-15-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/09/2019
Date Tested: 04/05/2019
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
|
|
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)
|
6380 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
6222.4 psi
|
|
Compressive strength of cylinder 2
|
6531.2 psi
|
|
Maximum load on cylinder 1
|
176530 lb
|
|
Maximum load on cylinder 2
|
185290 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
