Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-0.0/15.5
Work Description: COLD PLANE AC PVMT, OVERLAY HMA AND RHMA.
Location Description: KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Oscar Sherrill Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2025-05-28-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
The quantity of what the sample constitutes: 23 CY
A brief description of the sample: Type II-V Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 45-0036
Structure name: Barrier Rail Transition
The fabricator/manufacturer/facility name: Calportland Lemoor
The concrete mix design number: 163457
The truck number from where the sample was collected: 2528
The batch plant ticket number from where the sample was collected: 239306
Concrete batch plant: Lemoore 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: Barrier Rail Transition
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-05-28-14-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/25/2025
Date Tested: 06/25/2025
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 3600 psi @ 28 days
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
|
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)
|
3680 psi
|
|
Maximum load on cylinder 1
|
45640 lb
|
|
Maximum load on cylinder 2
|
46030 lb
|
|
Maximum load on cylinder 3
|
46960 lb
|
|
Compressive strength of cylinder 1
|
3630.9 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
3661.9 psi
|
|
Compressive strength of cylinder 3
|
3735.9 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
