Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2023-02-22-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Preliminary
Type of Material: Concrete
Sample Taken Date: 02/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 15 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granites Portable Plant
The concrete mix design number: 231R
The truck number from where the sample was collected: 1983
The batch plant ticket number from where the sample was collected: 12079
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-02-22-55-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/16/2023
Date Tested: 03/06/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test: Correlation Cyinders for CRCP
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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4.01 in
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Average diameter of cylinder 3
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4.02 in
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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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12.63 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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4320 psi
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Maximum load on cylinder 1
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56320 lb
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Maximum load on cylinder 2
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53950 lb
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Maximum load on cylinder 3
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53920 lb
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Compressive strength of cylinder 1
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4438.1 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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4271.6 psi
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Compressive strength of cylinder 3
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4249 psi
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Type of fracture pattern of cylinder 2
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5
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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)
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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
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1
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Age of specimen
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11.5 days
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Age of specimen in hours
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0 hours
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DIME Test ID: 2023-02-22-55-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/23/2023
Date Tested: 03/23/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test: Correlation Cylinders for JPCP Beams
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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Average diameter of cylinder 3
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4.02 in
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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
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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5240 psi
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Maximum load on cylinder 1
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73320 lb
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Maximum load on cylinder 2
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60720 lb
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Maximum load on cylinder 3
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65300 lb
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Compressive strength of cylinder 1
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5777.8 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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4784.9 psi
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Compressive strength of cylinder 3
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5145.8 psi
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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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
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1
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Age of specimen
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29 days
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Age of specimen in hours
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0 hours
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DIME Test ID: 2023-02-22-55-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/17/2023
Date Tested: 03/02/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test: JPCP Correlation Cylinders
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Apparent mass of submerged cylinder 1
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0 lb
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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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4.01 in
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Average diameter of cylinder 3
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4.01 in
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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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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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3710 psi
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Maximum load on cylinder 1
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46930 lb
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Maximum load on cylinder 2
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45590 lb
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Maximum load on cylinder 3
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48010 lb
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Compressive strength of cylinder 1
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3720.0 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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3610.0 psi
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Compressive strength of cylinder 3
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3800 psi
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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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5
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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8 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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