Sample Record for 2025-06-18-66
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Mirak Mehari Structure Rep.: Brent Bullard
Sample Information
DIME Sample ID: 2025-06-18-66
TL Number from the TL Form: 132746
Sample Submitted By Organization: Atlas - Oakland
Sample Organization Contact: (510) 434-3018
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2025
The quantity of what the sample constitutes: 9 cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: 1624302
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2025-06-18-66-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2025
Date Tested: 06/28/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured.
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
no data0 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)
|
5790 psi
|
|
Maximum load on cylinder 1
|
74940 lb
|
|
Maximum load on cylinder 2
|
71780 lb
|
|
Maximum load on cylinder 3
|
71740 lb
|
|
Compressive strength of cylinder 1
|
5960.0 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
5710.0 psi
|
|
Compressive strength of cylinder 3
|
5710 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Age of specimen
|
10 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 2 of 4
DIME Test ID: 2025-06-18-66-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
This test has been superseded on 07/21/2025. The corrected test ID is: 2025-06-18-66-4
Reason: retested
Test 3 of 4
DIME Test ID: 2025-06-18-66-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/31/2025
Date Tested: 07/30/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 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)
|
7260 psi
|
|
Maximum load on cylinder 1
|
92420 lb
|
|
Maximum load on cylinder 2
|
90410 lb
|
|
Maximum load on cylinder 3
|
90870 lb
|
|
Compressive strength of cylinder 1
|
7350.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
7190.0 psi
|
|
Compressive strength of cylinder 3
|
7230 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 4 of 4
DIME Test ID: 2025-06-18-66-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2025
Date Tested: 07/16/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured.
The test was superseded from test ID: 2025-06-18-66-2
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 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)
|
6880 psi
|
|
Maximum load on cylinder 1
|
85050 lb
|
|
Maximum load on cylinder 2
|
85590 lb
|
|
Maximum load on cylinder 3
|
88670 lb
|
|
Compressive strength of cylinder 1
|
6770.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6810.0 psi
|
|
Compressive strength of cylinder 3
|
7050 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
