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Sample Record for 2023-07-29-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215497 DEA: 09377704 EFIS: 0918000047 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-34.1
Work Description: CONSTRUCT MAINTENANCE STATION.
Location Description: MONO COUNTY AT CRESTVIEW AT THE CRESTVIEW SATELLITE MAINTENANCE STATION
Contractor Name: SAN PATRICIO CONSTRUCTION INC
Contractor Address: Unknown
Resident Engineer: Richard Moberly Structure Rep.: Alan Dever

Sample Information

DIME Sample ID: 2023-07-29-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 07/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2023
The quantity of what the sample constitutes: 0 - 50 Cubic Yards
A brief description of the sample: Ready Mix Concrete
From where was the sample collected: Job Site
Laboratory sample identification: Conc-01
Structure unique identifier:
Structure name: Crestview
The fabricator/manufacturer/facility name: Mammoth Ready Mix

Material Information

The concrete mix design number: 1302-25590
The truck number from where the sample was collected: 77
The batch plant ticket number from where the sample was collected: 54428
Concrete batch plant: Mammoth
The fabricator/manufacturer designation for the sample: Mammoth Ready Mix
A detailed description of where the material sample was collected: Cinder Shed Footings
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-07-29-2-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/28/2023
Date Tested: 07/31/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 2 Day Break 1 Cylinder
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 C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Compressive strength of cylinder (to nearest 10 psi) 1890 psi
Maximum load on cylinder 1 23755 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 2 days
Age of specimen in hours 0 hours

Test 2 of 4

DIME Test ID: 2023-07-29-2-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/28/2023
Date Tested: 08/01/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 3 Day Break 1 Cylinder
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 C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Compressive strength of cylinder (to nearest 10 psi) 2320 psi
Maximum load on cylinder 1 29115 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 3 days
Age of specimen in hours 0 hours

Test 3 of 4

DIME Test ID: 2023-07-29-2-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/28/2023
Date Tested: 08/07/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 7 Day Break 1 Cylinder
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 C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Compressive strength of cylinder (to nearest 10 psi) 3000 psi
Maximum load on cylinder 1 37760 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 9 days
Age of specimen in hours 0 hours

Test 4 of 4

DIME Test ID: 2023-07-29-2-8
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/28/2023
Date Tested: 08/28/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: 28 Day Break 3 Cylinders
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 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 4290 psi
Maximum load on cylinder 1 53875 lb
Maximum load on cylinder 2 54000 lb
Maximum load on cylinder 3 53855 lb
Compressive strength of cylinder 1 4286.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4295.9 psi
Compressive strength of cylinder 3 4284.4 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
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
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours 0 hours