Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo
DIME Sample ID: 2026-06-10-37
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Shafter
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Precast Concrete
Sample Taken Date: 06/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2026
The quantity of what the sample constitutes: 12 CY
A brief description of the sample: 12 4x8 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
The concrete mix design number: S_90T25_SOL
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7487
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Sample from Wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-06-10-37-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/08/2026
Date Tested: 07/08/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
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
|
5.43 lb
|
|
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)
|
8980 psi
|
|
Maximum load on cylinder 1
|
112740 lb
|
|
Maximum load on cylinder 2
|
113880 lb
|
|
Maximum load on cylinder 3
|
111930 lb
|
|
Compressive strength of cylinder 1
|
8970.0 psi
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Compressive strength of cylinder 2
|
9060.0 psi
|
|
Compressive strength of cylinder 3
|
8900 psi
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
