Sample Record for 2024-12-09-54
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994931 DEA: 120R1704 EFIS: 1218000062
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-8.5
Work Description: REPLACE TRAFFIC SIGNALS, INSTALL LIGHTING, AND RECONSTRUCT CURB RAMPS.
Location Description: ORANGE COUNTY IN LAGUNA BEACH AT CRESS STREET
Contractor Name: INTERNATIONAL LINE BUILDERS, INC. DBA ILB ELECTRIC
Contractor Address: 3955 Temescal Canyon Rd, Corona, CA 92883
Resident Engineer: Bibars Kattao Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-12-09-54
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2024
The quantity of what the sample constitutes: 9
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0502
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertson's
Material Information
The concrete mix design number: 5236125A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: DRY Condition CIDH Piles, Traffic Signals & Lighting
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-12-09-54-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/09/2025
Date Tested: 12/19/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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|
Average diameter of cylinder 1
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3.99 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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4350 psi
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Maximum load on cylinder 1
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56560 lb
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|
Maximum load on cylinder 2
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54180 lb
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Maximum load on cylinder 3
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52840 lb
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Compressive strength of cylinder 1
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4524.8 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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4310.3 psi
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|
Compressive strength of cylinder 3
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4227.2 psi
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Type of fracture pattern of cylinder 2
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1
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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
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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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10 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 2
DIME Test ID: 2024-12-09-54-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/09/2025
Date Tested: 12/23/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Cross sectional area of cylinder 1
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12.57 in^2
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|
Cross sectional area of cylinder 2
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12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.5 in^2
|
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Compressive strength (to nearest 10 psi)
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4700 psi
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Maximum load on cylinder 1
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59540 lb
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Maximum load on cylinder 2
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57760 lb
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Maximum load on cylinder 3
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59780 lb
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Compressive strength of cylinder 1
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4736.7 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
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4595.1 psi
|
|
Compressive strength of cylinder 3
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4782.4 psi
|
|
Type of fracture pattern of cylinder 2
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3
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|
Type of fracture pattern of cylinder 3
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3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
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1
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Age of specimen
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14 days
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Age of specimen in hours
|
no data0 hours
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