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Sample Record for 2023-08-09-39

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

Project Information

Project ID: 994330 DEA: 09366404 EFIS: 0916000006 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4
Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 500 South Main Street, Bishop, CA 93514
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-09-39
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2023
The quantity of what the sample constitutes: 8 (4x8) Cylinders
A brief description of the sample: 6000 PSI Concrete
From where was the sample collected: Job Site
Laboratory sample identification: Conc-02
Structure unique identifier:
Structure name: Hwy 395 / Hwy 167 - Manhole Lid
The fabricator/manufacturer/facility name: Mammoth Ready Mix

Material Information

The concrete mix design number: 1304-18-25-ADVA-6000
The truck number from where the sample was collected: 75
The batch plant ticket number from where the sample was collected: 54649
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Manhole Lid
A detailed description of where the material sample was collected: Load 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-09-39-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/06/2023
Date Tested: 09/06/2023
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: PCC-01 28 Day Break
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 8490 psi
Maximum load on cylinder 1 106370 lb
Maximum load on cylinder 2 107220 lb
Maximum load on cylinder 3 106690 lb
Compressive strength of cylinder 1 8462.2 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 8529.8 psi
Compressive strength of cylinder 3 8487.7 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 7 days
Age of specimen in hours no data0 hours