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: 2023-02-15-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2023
The quantity of what the sample constitutes: 450 CY
A brief description of the sample: 4x8 concrete cylinders for CRCP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granites Portable Plant
The concrete mix design number: 213R
The truck number from where the sample was collected: 1991
The batch plant ticket number from where the sample was collected: 12041
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: 2023-02-15-49-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/28/2023
Date Tested: 02/27/2023
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 CRCP
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
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Number of specimens
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3
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|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
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
|
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)
|
4220 psi
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Maximum load on cylinder 1
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53940 lb
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Maximum load on cylinder 2
|
51710 lb
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Maximum load on cylinder 3
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54970 lb
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Compressive strength of cylinder 1
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4250.6 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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4074.9 psi
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|
Compressive strength of cylinder 3
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4331.8 psi
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|
Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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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
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1
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Age of specimen
|
11 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-02-15-49-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/16/2023
Date Tested: 03/16/2023
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
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Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
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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5300 psi
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Maximum load on cylinder 1
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65240 lb
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Maximum load on cylinder 2
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66940 lb
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Maximum load on cylinder 3
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68600 lb
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Compressive strength of cylinder 1
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5165.5 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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5300.1 psi
|
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Compressive strength of cylinder 3
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5431.5 psi
|
|
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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28.5 days
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Age of specimen in hours
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0 hours
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DIME Test ID: 2023-02-15-49-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/30/2023
Date Tested: 03/30/2023
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
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
|
|
Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
|
5680 psi
|
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Maximum load on cylinder 1
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73120 lb
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Maximum load on cylinder 2
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69020 lb
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Maximum load on cylinder 3
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73220 lb
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Compressive strength of cylinder 1
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5789.4 psi
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|
Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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5464.8 psi
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Compressive strength of cylinder 3
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5797.3 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
|
2
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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
|
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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42.5 days
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Age of specimen in hours
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0 hours
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