Sample Record for 2024-06-06-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995061 DEA: 081J9104 EFIS: 0818000135
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-10,15,60,62,91,etc.-Var
Work Description: MODIFYING CMS SYSTEMS, SIGN FOUNDATION AND SIGN STRUCTURE.
Location Description: RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: Unknown
Resident Engineer: George Salloum Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-06-60
TL Number from the TL Form: 1067-06J
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: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
The quantity of what the sample constitutes: 8
A brief description of the sample: 4X8
From where was the sample collected: Job Site
Laboratory sample identification: 1067-06J
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31224088
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-06-06-60-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 07/17/2024
Date Tested: 06/13/2024
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
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|
Number of specimens
|
3
|
|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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12.63 in^2
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|
Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Compressive strength (to nearest 10 psi)
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3480 psi
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Average diameter of cylinder 1
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4.01 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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3531.3 psi
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Compressive strength of cylinder 2
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3433.4 psi
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Average diameter of cylinder 3
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4.02 in
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Compressive strength of cylinder 3
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3487.8 psi
|
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Maximum load on cylinder 1
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44600 lb
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Maximum load on cylinder 2
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43570 lb
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Maximum load on cylinder 3
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44260 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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1
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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
|
1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
7 days
|
Test 2 of 3
DIME Test ID: 2024-06-06-60-2
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: 07/17/2024
Date Tested: 06/20/2024
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
4530 psi
|
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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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4553.2 psi
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Compressive strength of cylinder 2
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4516.2 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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4505.9 psi
|
|
Maximum load on cylinder 1
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57780 lb
|
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Maximum load on cylinder 2
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57310 lb
|
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Maximum load on cylinder 3
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56910 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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2
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Type of fracture pattern of cylinder 3
|
1
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|
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
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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Test 3 of 3
DIME Test ID: 2024-06-06-60-3
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: 07/05/2024
Date Tested: 07/04/2024
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)
|
5580 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
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Average diameter of cylinder 2
|
4.01 in
|
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Compressive strength of cylinder 1
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5634.2 psi
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Compressive strength of cylinder 2
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5525.7 psi
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Maximum load on cylinder 1
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71160 lb
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Maximum load on cylinder 2
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69790 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
|
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
|
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Age of specimen
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28 days
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