Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994109 DEA: 060W1704 EFIS: 0617000103
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
DIME Sample ID: 2024-01-11-23
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2024
The quantity of what the sample constitutes: 28.5 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 121
Structure unique identifier:
Structure name: DS 2, 3, 4
The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Sanger
The concrete mix design number: ND10521
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 111336137
Concrete batch plant: Builders Sanger
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from BACK OF concrete truck CHUTE into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-01-11-23-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/16/2024
Date Tested: 01/16/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test: required strength 2500 PSI
Test Result Compliance: does not comply
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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4.00 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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4.00 in
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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
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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2310 psi
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Maximum load on cylinder 1
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29640 lb
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Maximum load on cylinder 2
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29210 lb
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Maximum load on cylinder 3
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28300 lb
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Compressive strength of cylinder 1
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2358.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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2323.8 psi
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Compressive strength of cylinder 3
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2251.4 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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5 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-01-11-23-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/23/2024
Date Tested: 01/23/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test: Required strenght 2500psi @ 28 days
Test Result Compliance: complies
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 C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.00 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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4.00 in
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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
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3080 psi
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Maximum load on cylinder 1
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37980 lb
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Maximum load on cylinder 2
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39530 lb
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Maximum load on cylinder 3
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38680 lb
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Compressive strength of cylinder 1
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3021.5 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3144.8 psi
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Compressive strength of cylinder 3
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3077.2 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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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
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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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12 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-01-11-23-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/09/2024
Date Tested: 02/09/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
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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4.00 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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12.57 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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3760 psi
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Maximum load on cylinder 1
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48350 lb
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Maximum load on cylinder 2
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46390 lb
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Maximum load on cylinder 3
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47770 lb
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Compressive strength of cylinder 1
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3846.5 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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3673.0 psi
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Compressive strength of cylinder 3
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3764.4 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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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
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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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no data0 hours
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