Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209695 DEA: 08347704 EFIS: 0800000616
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla
DIME Sample ID: 2018-06-28-7
TL Number from the TL Form: 976-0628
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: 06/28/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2018
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: 976-0628
Structure unique identifier: BENT 3L AT THE BRIDGE 54 1325L
Structure name: BENT 3L AT THE BRIDGE 54 1325L
The fabricator/manufacturer/facility name: Roberts Lucern Valley
The concrete mix design number: SC799B38
The truck number from where the sample was collected: 1184
The batch plant ticket number from where the sample was collected: 3332061
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: KIEWIT INFRANSTRUCTURE
A detailed description of where the material sample was collected: MIDDLE OG THE LOAD
Where the material sample would have been placed if not sampled: BENT 3L AT THE BRIDGE 54 1325L
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-06-28-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/30/2018
Date Tested: 07/13/2018
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: (909) 829-3029
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)
|
5000 psi
|
Maximum load on cylinder 1
|
141910 lb
|
Maximum load on cylinder 2
|
140970 lb
|
Compressive strength of cylinder 1
|
5019.8 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4986.6 psi
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
15 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2018-06-28-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/27/2018
Date Tested: 07/26/2018
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: (909) 829-3029
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)
|
5330 psi
|
Maximum load on cylinder 1
|
149530 lb
|
Maximum load on cylinder 2
|
151610 lb
|
Compressive strength of cylinder 1
|
5289.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5362.9 psi
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|