Sample Record for 2025-08-25-77
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995202 DEA: 033H6104 EFIS: 0318000019
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-42.7/49.3
Work Description: RDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM
Location Description: PLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING
Contractor Name: DESILVA GATES CONSTRUCTION, LLC
Contractor Address: 11555 Dublin Blvd, Dublin, CA 94568
Resident Engineer: Tad Sampson Structure Rep.: Jimmer Ross
Sample Information
DIME Sample ID: 2025-08-25-77
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2025
The quantity of what the sample constitutes: days production
A brief description of the sample: compressive cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Florin Rd
Material Information
The concrete mix design number: 5b
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2-15584
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: base of besser machine
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: 2025-08-25-77-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/02/2025
Date Tested: 09/02/2025
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
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
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
no data0 in^2
|
|
Cross sectional area of cylinder 2
|
no data0 in^2
|
|
Cross sectional area of cylinder 3
|
no data0 in^2
|
|
Compressive strength (to nearest 10 psi)
|
no data0 psi
|
|
Maximum load on cylinder 1
|
67015 lb
|
|
Maximum load on cylinder 2
|
69010 lb
|
|
Maximum load on cylinder 3
|
70905 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
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
|
8 days
|
|
Age of specimen in hours
|
no data0 hours
|
