Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993798 DEA: 09366804 EFIS: 0916000021
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-117.3/117.9
Work Description: MEADOW FARMS ADA
Location Description: INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Adam Zumstein Structure Rep.: Mulugheta Belay
DIME Sample ID: 2025-12-11-36
TL Number from the TL Form: 5257
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Preliminary
Type of Material: Concrete
Sample Taken Date: 12/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2025
The quantity of what the sample constitutes: 5 Yards
A brief description of the sample: 4x8 PCC Cylinders x5
From where was the sample collected: Source
Laboratory sample identification: 14CPCC-0061 C920662
Structure unique identifier:
Structure name: Pedestrian Bridge
The fabricator/manufacturer/facility name: 7/11 Materials
The concrete mix design number: 851259C6
The truck number from where the sample was collected: 990
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: First Third of the Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-12-11-36-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/09/2026
Date Tested: 01/08/2026
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: 28 Day Breaks x5
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
5
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
3.99 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Average diameter of cylinder 4
|
3.99 in
|
|
Average diameter of cylinder 5
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.5 in^2
|
|
Cross sectional area of cylinder 2
|
12.5 in^2
|
|
Cross sectional area of cylinder 3
|
12.5 in^2
|
|
Cross sectional area of cylinder 4
|
12.5 in^2
|
|
Cross sectional area of cylinder 5
|
12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5480 psi
|
|
Maximum load on cylinder 1
|
68080 lb
|
|
Maximum load on cylinder 2
|
69160 lb
|
|
Maximum load on cylinder 3
|
68220 lb
|
|
Maximum load on cylinder 4
|
69310 lb
|
|
Maximum load on cylinder 5
|
67950 lb
|
|
Compressive strength of cylinder 1
|
5446.4 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5532.8 psi
|
|
Compressive strength of cylinder 3
|
5457.6 psi
|
|
Compressive strength of cylinder 4
|
5544.8 psi
|
|
Compressive strength of cylinder 5
|
5436 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Type of fracture pattern of cylinder 4
|
1
|
|
Type of fracture pattern of cylinder 5
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
