Sample Record for 2022-05-25-46
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-115-R7.3/R10.0
Work Description: ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location Description: SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
Contractor Name: Ames Construction
Contractor Address: 391 North Main Street, Suite 302, Corona, CA 92880
Resident Engineer: Denise Sostrom Structure Rep.: Matt Bruce
Sample Information
DIME Sample ID: 2022-05-25-46
TL Number from the TL Form: 1040-525
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: 05/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2022
The quantity of what the sample constitutes: 6 cylinder
A brief description of the sample: 4x8 cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 1040-525
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Boral
Material Information
The concrete mix design number: RRM18161
The truck number from where the sample was collected: 1839
The batch plant ticket number from where the sample was collected: 7046938
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Pier 2 and 3 footings
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2022-05-25-46-1
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: 06/30/2022
Date Tested: 06/22/2022
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
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength (to nearest 10 psi)
|
4440 psi
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.00 in
|
Compressive strength of cylinder 1
|
4491.7 psi
|
Compressive strength of cylinder 2
|
4397.8 psi
|
Maximum load on cylinder 1
|
56730 lb
|
Maximum load on cylinder 2
|
55280 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|
1
|
Age of specimen
|
28 days
|
Test 2 of 2
DIME Test ID: 2022-05-25-46-2
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: 07/06/2022
Date Tested: 07/06/2022
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
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength (to nearest 10 psi)
|
5280 psi
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.02 in
|
Compressive strength of cylinder 1
|
5206.7 psi
|
Compressive strength of cylinder 2
|
5351.5 psi
|
Maximum load on cylinder 1
|
65760 lb
|
Maximum load on cylinder 2
|
67910 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|
1
|
Age of specimen
|
42 days
|