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Sample Record for 2023-02-07-26

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

Project Information

Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-37.2/48.8
Work Description: PAVEMENT REHABILITATION
Location Description: FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-07-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2023
The quantity of what the sample constitutes: 300 cy
A brief description of the sample: Wing wall
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: 628101AG
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 37132
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Drainage system 7
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-02-07-26-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/14/2023
Date Tested: 02/14/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance:
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 4.01 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 3810 psi
Maximum load on cylinder 1 49110 lb
Maximum load on cylinder 2 47530 lb
Maximum load on cylinder 3 47630 lb
Compressive strength of cylinder 1 3906.9 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 3763.3 psi
Compressive strength of cylinder 3 3771.2 psi
Type of fracture pattern of cylinder 2 4
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 0 hours

Test 2 of 2

DIME Test ID: 2023-02-07-26-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2023
Date Tested: 03/07/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 5180 psi
Maximum load on cylinder 1 65800 lb
Maximum load on cylinder 2 65690 lb
Maximum load on cylinder 3 64680 lb
Compressive strength of cylinder 1 5209.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5201.1 psi
Compressive strength of cylinder 3 5121.1 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
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