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Sample Record for 2023-12-13-45

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

Project Information

Project ID: 995260 DEA: 061G0504 EFIS: 0623000195 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0
Work Description: Routes 180, 245 Emergency Slip Out Repair
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Mark Mengoni Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-12-13-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 12/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2023
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Outback Materials

Material Information

The concrete mix design number: 40F5G07
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 151343
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
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: 2023-12-13-45-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/11/2024
Date Tested: 01/10/2024
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: 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 C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 3.99 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 12.5 in^2
Compressive strength (to nearest 10 psi) 5170 psi
Maximum load on cylinder 1 65020 lb
Maximum load on cylinder 2 65410 lb
Maximum load on cylinder 3 64030 lb
Compressive strength of cylinder 1 5172.6 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 5203.7 psi
Compressive strength of cylinder 3 5122.4 psi
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 2
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 no data0 hours