Sample Record for 2022-05-04-48
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: 2022-05-04-48
TL Number from the TL Form: 1040-54
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: 05/04/2022
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: 1040-54
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Boral
Material Information
The concrete mix design number: RRM18086
The truck number from where the sample was collected: 2136
The batch plant ticket number from where the sample was collected: 6943202
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 36in CIDH Concrete Piling for Pier 2, 3 footing
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: 2022-05-04-48-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 06/30/2022
Date Tested: 06/01/2022
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: (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
|
|
Cross sectional area of cylinder 1
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12.69 in^2
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|
Cross sectional area of cylinder 2
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12.69 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
4900 psi
|
|
Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.02 in
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Compressive strength of cylinder 1
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4813.2 psi
|
|
Compressive strength of cylinder 2
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4986.6 psi
|
|
Maximum load on cylinder 1
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61080 lb
|
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Maximum load on cylinder 2
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63280 lb
|
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Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
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3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
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Test 2 of 2
DIME Test ID: 2022-05-04-48-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 06/15/2022
Date Tested: 06/15/2022
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: (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
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
4810 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
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Compressive strength of cylinder 1
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4835.3 psi
|
|
Compressive strength of cylinder 2
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4781.5 psi
|
|
Maximum load on cylinder 1
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61070 lb
|
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Maximum load on cylinder 2
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60390 lb
|
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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2
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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
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