Sample Record for 2024-10-16-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-10-16-14
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 Control
Type of Material: Concrete
Sample Taken Date: 10/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2024
The quantity of what the sample constitutes: 5
A brief description of the sample: 4X8 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Mix NCT09064
Structure unique identifier:
Structure name: CIDH Sign foundation
The fabricator/manufacturer/facility name: Builder Concrete at Sanger Plant
Material Information
The concrete mix design number: NCT09064
The truck number from where the sample was collected: Load 2
The batch plant ticket number from where the sample was collected: 111351707
Concrete batch plant: Concrete Builder at Sanger plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Shoulder of SB 99, STA 207+50
Where the material sample would have been placed if not sampled: Pedestal Sign foundation at Shoulder of SB 99, STA 207+50
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-10-16-14-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/24/2024
Date Tested: 10/24/2024
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) 417-5341
General Comments for this Test:
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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3090 psi
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Maximum load on cylinder 1
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38930 lb
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Maximum load on cylinder 2
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39510 lb
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Maximum load on cylinder 3
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38170 lb
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Compressive strength of cylinder 1
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3097.1 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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3143.2 psi
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Compressive strength of cylinder 3
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3036.6 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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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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8 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 2
DIME Test ID: 2024-10-16-14-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/13/2024
Date Tested: 11/13/2024
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) 417-5341
General Comments for this Test: Required strenght 4000 psi @ 28 days
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
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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4310 psi
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Maximum load on cylinder 1
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54620 lb
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Maximum load on cylinder 2
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53830 lb
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Maximum load on cylinder 3
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54080 lb
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Compressive strength of cylinder 1
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4345.3 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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4282.4 psi
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Compressive strength of cylinder 3
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4302.3 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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28 days
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Age of specimen in hours
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no data0 hours
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-10-16-14-1 | CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders | 10/17/2024 | Not scheduled | Sok Thun | CT D06 - Millbrook Field Laboratory | required strength 4000 @28 day | |
118686
