Sample Record for 2020-10-08-35
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213705 DEA: 07340604 EFIS: 0717000174
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-2,5,10,57,60,etc.-VAR
Work Description: ITS DETECTION REPAIR, MGS, VEGETATION CONTROL, CONCRETE BARRIER
Location Description: LOS ANGELES COUNTY AND VENTURA COUNTY AT VARIOUS LOCATIONS
Contractor Name: PTM GENERAL ENGINEERING SERVICES, INC.
Contractor Address: 5942 ACORN STREET, RIVERSIDE, CA 92504
Resident Engineer: Sherif Guiruis Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-10-08-35
TL Number from the TL Form: 1021-108B
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: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2020
The quantity of what the sample constitutes: 1 Batch Concrete
A brief description of the sample: Concrete Cyliders
From where was the sample collected: Other
Laboratory sample identification: 1021-108B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: SC425N49
The truck number from where the sample was collected: 1394
The batch plant ticket number from where the sample was collected: 5692360
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: TRIAL BATCH CABAZON AGGREGATE
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2020-10-08-35-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/20/2020
Date Tested: 10/15/2020
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
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
910 psi
|
Maximum load on cylinder 1
|
26800 lb
|
Maximum load on cylinder 2
|
24280 lb
|
Compressive strength of cylinder 1
|
951.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
861.6 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
|
7 days
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2020-10-08-35-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2020
Date Tested: 11/05/2020
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
|
5
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
6.00 in
|
Average diameter of cylinder 3
|
5.98 in
|
Average diameter of cylinder 4
|
5.99 in
|
Average diameter of cylinder 5
|
5.98 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Cross sectional area of cylinder 3
|
28.09 in^2
|
Cross sectional area of cylinder 4
|
28.18 in^2
|
Cross sectional area of cylinder 5
|
28.09 in^2
|
Compressive strength (to nearest 10 psi)
|
880 psi
|
Maximum load on cylinder 1
|
24780 lb
|
Maximum load on cylinder 2
|
24840 lb
|
Maximum load on cylinder 3
|
24815 lb
|
Maximum load on cylinder 4
|
24365 lb
|
Maximum load on cylinder 5
|
25150 lb
|
Compressive strength of cylinder 1
|
879.3 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
878.7 psi
|
Compressive strength of cylinder 3
|
883.4 psi
|
Compressive strength of cylinder 4
|
864.6 psi
|
Compressive strength of cylinder 5
|
895.3 psi
|
Type of fracture pattern of cylinder 2
|
3
|
Type of fracture pattern of cylinder 3
|
2
|
Type of fracture pattern of cylinder 4
|
1
|
Type of fracture pattern of cylinder 5
|
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
|
Correction factor for cylinder 3
|
1
|
Correction factor for cylinder 4
|
1
|
Correction factor for cylinder 5
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|