Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000829 DEA: 061H6104 EFIS: 0625000083
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-22.74
Work Description:
Location Description:
Contractor Name: MCM Construction, Inc.
Contractor Address: PO Box 620, North Highlands, CA 95660
Resident Engineer: Unknown Structure Rep.: Luis Guzman
DIME Sample ID: 2025-01-31-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2025
The quantity of what the sample constitutes: 71.5 CY
A brief description of the sample: Type II Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: NB 99 bridge over Tulare Creek
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: 2804HF
The truck number from where the sample was collected: Load 2 Truck 1796
The batch plant ticket number from where the sample was collected: 223219
Concrete batch plant: Tulare Plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: Pier Walls
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-01-31-5-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/07/2025
Date Tested: 02/07/2025
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:
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)
|
3740 psi
|
|
Maximum load on cylinder 1
|
46480 lb
|
|
Maximum load on cylinder 2
|
46400 lb
|
|
Maximum load on cylinder 3
|
47980 lb
|
|
Compressive strength of cylinder 1
|
3697.7 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
3691.3 psi
|
|
Compressive strength of cylinder 3
|
3817 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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
