Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212731 DEA: 07318004 EFIS: 0715000280
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-22.3/28.2
Work Description: TREAT BRIDGE DECK, CLOSURE POUR AND REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM FREMONT AVENUE UNDERCROSSING TO RIO HONDO62
Contractor Name: SPECTRUM CONSTRUCTION GROUP, INC.
Contractor Address: 32 Edelman, Irvine, CA 92618
Resident Engineer: Moe Izadpanah Structure Rep.: Jennifer Man
DIME Sample ID: 2018-06-17-1
TL Number from the TL Form: 982-485C
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: 06/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2018
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: 982-485C
Structure unique identifier: EB Atlantic R closure and deck
Structure name: EB Atlantic R closure and deck
The fabricator/manufacturer/facility name: np
The concrete mix design number: Notch 3 in
The truck number from where the sample was collected: 19
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: spectrum
A detailed description of where the material sample was collected: load no 1
Where the material sample would have been placed if not sampled: EB Atlantic R closure and deck
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-06-17-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/20/2018
Date Tested: 06/20/2018
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
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
5250 psi
|
Maximum load on cylinder 1
|
146180 lb
|
Maximum load on cylinder 2
|
151050 lb
|
Compressive strength of cylinder 1
|
5170.9 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5324.3 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
|
3 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2018-06-17-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/27/2018
Date Tested: 06/25/2018
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)
|
5380 psi
|
Maximum load on cylinder 1
|
147690 lb
|
Maximum load on cylinder 2
|
157230 lb
|
Compressive strength of cylinder 1
|
5205.9 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5561.7 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
|
8 days
|
Age of specimen in hours
|
no data
|