Sample Record for 2017-09-11-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211966 DEA: 081G7004
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-26.0/31.0
Work Description: REPAIR FIRE DAMAGE, EXISTING EMBANKMENT, AND DRAINAGE SYSTEM.
Location Description: SAN BERNARDINO COUNTY NEAR BIG LAKE CITY FROM 0.5 MILE WEST OF GLASS ROAD TO 0.2 MILE EAST OF SEVEN OAKS ROAD.
Contractor Name: SEMA CONSTRUCTION, INC
Contractor Address: Unknown
Resident Engineer: NHAN NGUYEN Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-09-11-10
TL Number from the TL Form: Unknown
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: 09/11/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2017
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: 966-02
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: robertsons
Material Information
The concrete mix design number: sc590b6a
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: np
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: np
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-09-11-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2017
Date Tested: 09/18/2017
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)
|
3460 psi
|
Maximum load on cylinder 1
|
97345 lb
|
Maximum load on cylinder 2
|
98380 lb
|
Compressive strength of cylinder 1
|
3443.4 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3480.0 psi
|
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
|
no data
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2017-09-11-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2017
Date Tested: 09/25/2017
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
|
6.05 in
|
Average diameter of cylinder 2
|
6.04 in
|
Cross sectional area of cylinder 1
|
28.75 in^2
|
Cross sectional area of cylinder 2
|
28.65 in^2
|
Compressive strength (to nearest 10 psi)
|
3970 psi
|
Maximum load on cylinder 1
|
113200 lb
|
Maximum load on cylinder 2
|
114600 lb
|
Compressive strength of cylinder 1
|
3937.4 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
4000.0 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
|
no data
|
Age of specimen
|
14 days
|
Age of specimen in hours
|
no data
|