Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994625 DEA: 010M8404 EFIS: 0123000075
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-0/1.5
Work Description: Project Name: Hum 101 Slipout
Location Description:
Contractor Name: Granite Construction Company
Contractor Address: 1324 South State Street, Ukiah, CA 95482
Resident Engineer: Joaquin Rodriguez Structure Rep.: George Moore
DIME Sample ID: 2023-05-10-11
TL Number from the TL Form: 166355
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2023
The quantity of what the sample constitutes: 5 cylinders
A brief description of the sample: 6X12 PCC cylinder
From where was the sample collected: Job Site
Laboratory sample identification: C0153
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Coast Drilling Company
The concrete mix design number: Unknown
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 679282
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-05-10-11-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/11/2023
Date Tested: 05/11/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
330 psi
|
|
Maximum load on cylinder 1
|
9197 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
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
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2023-05-10-11-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/24/2023
Date Tested: 05/24/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6270 psi
|
|
Maximum load on cylinder 1
|
172760 lb
|
|
Maximum load on cylinder 2
|
181810 lb
|
|
Compressive strength of cylinder 1
|
6111.1 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
6431.2 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
14 days
|
|
Age of specimen in hours
|
0 hours
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DIME Test ID: 2023-05-10-11-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/07/2023
Date Tested: 06/07/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 28 Day Break
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6860 psi
|
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Maximum load on cylinder 1
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191640 lb
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Maximum load on cylinder 2
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196190 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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28 days
|
|
Age of specimen in hours
|
0 hours
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