Sample Record for 2023-05-11-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993648 DEA: 081K6504 EFIS: 0819000084
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15,40-Var
Work Description: PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A) & CONC APPROACH SLABS.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Peterson-Chase General Engineering Construction inc,
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: KHOA NGUYEN Structure Rep.: kayode Arowosegbe, P.E.
Sample Information
DIME Sample ID: 2023-05-11-16
TL Number from the TL Form: 081k650420230511
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: 05/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2023
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1050-511
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
Material Information
The concrete mix design number: cts72ehi
The truck number from where the sample was collected: 15
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 540315R Wheaton Springs Wash App Slab at Abut 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-05-11-16-1
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: 06/28/2023
Date Tested: 06/08/2023
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)
|
9620 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
|
9838.5 psi
|
|
Compressive strength of cylinder 2
|
9537.8 psi
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Compressive strength of cylinder 3
|
9488.1 psi
|
|
Maximum load on cylinder 1
|
123670 lb
|
|
Maximum load on cylinder 2
|
119890 lb
|
|
Maximum load on cylinder 3
|
119265 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Age of specimen
|
28 days
|
