Sample Record for 2025-11-05-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-40.5/42.7
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd., Livermore, CA
Resident Engineer: Mahfual Alam Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-11-05-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/06/2025
The quantity of what the sample constitutes: 3
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VANGUARD
Material Information
The concrete mix design number: NP
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7025
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 215 SB STA: 611+00
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2025-11-05-37-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/18/2025
Date Tested: 11/12/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Average diameter of cylinder 3
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Cross sectional area of cylinder 3
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5240 psi
|
|
Maximum load on cylinder 1
|
147150 lb
|
|
Maximum load on cylinder 2
|
150020 lb
|
|
Maximum load on cylinder 3
|
149455 lb
|
|
Compressive strength of cylinder 1
|
5190.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5270.0 psi
|
|
Compressive strength of cylinder 3
|
5250 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
|
Serial number of delivery ticket, if available
|
no data
|
