Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993771 DEA: 07325204 EFIS: 0716000082
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R36.7/R37.1
Work Description: San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location Description: Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 14726 Ramona Avenue, Suite 300, Chino, CA 91710
Resident Engineer: Moe Izadpanah Structure Rep.: Quynh Nguyen
DIME Sample ID: 2022-09-19-14
TL Number from the TL Form: 136458
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: 09/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2022
The quantity of what the sample constitutes: 12
A brief description of the sample: Concrete Cylinders 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1044-3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National
The concrete mix design number: Not Provided
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Hinge Replacement Concrete Barrier
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-09-19-14-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 09/26/2022
Date Tested: 09/26/2022
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength (to nearest 10 psi)
|
3440 psi
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Compressive strength of cylinder 1
|
3336.5 psi
|
Compressive strength of cylinder 2
|
3555.3 psi
|
Average diameter of cylinder 3
|
4.00 in
|
Compressive strength of cylinder 3
|
3428 psi
|
Maximum load on cylinder 1
|
41940 lb
|
Maximum load on cylinder 2
|
44690 lb
|
Maximum load on cylinder 3
|
43090 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
1
|
Type of fracture pattern of cylinder 3
|
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
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
7 days
|
DIME Test ID: 2022-09-19-14-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 10/04/2022
Date Tested: 10/03/2022
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength (to nearest 10 psi)
|
4350 psi
|
Average diameter of cylinder 1
|
4.02 in
|
Average diameter of cylinder 2
|
4.01 in
|
Compressive strength of cylinder 1
|
4293.1 psi
|
Compressive strength of cylinder 2
|
4131.0 psi
|
Average diameter of cylinder 3
|
4.00 in
|
Compressive strength of cylinder 3
|
4634 psi
|
Maximum load on cylinder 1
|
54480 lb
|
Maximum load on cylinder 2
|
52175 lb
|
Maximum load on cylinder 3
|
58250 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
2
|
Type of fracture pattern of cylinder 3
|
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
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
14 days
|
DIME Test ID: 2022-09-19-14-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
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
Data has not been verified.
DIME Test ID: 2022-09-19-14-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 12/13/2022
Date Tested: 10/17/2022
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength (to nearest 10 psi)
|
4960 psi
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Compressive strength of cylinder 1
|
5039.0 psi
|
Compressive strength of cylinder 2
|
5002.4 psi
|
Average diameter of cylinder 3
|
4.00 in
|
Compressive strength of cylinder 3
|
4848.8 psi
|
Maximum load on cylinder 1
|
63340 lb
|
Maximum load on cylinder 2
|
62880 lb
|
Maximum load on cylinder 3
|
60950 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
2
|
Type of fracture pattern of cylinder 3
|
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
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
28 days
|