Sample Record for 2025-06-26-103
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995193 DEA: 07356604 EFIS: 0719000026
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R10.2/20.2
Work Description: LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Jerome Arabe Structure Rep.: Tien Chu
Sample Information
DIME Sample ID: 2025-06-26-103
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2025
The quantity of what the sample constitutes: 20 CY
A brief description of the sample: SC590B39
From where was the sample collected: Job Site
Laboratory sample identification: 25-2095
Structure unique identifier:
Structure name: NB 605 @ Whittier Blvd OS15-2
The fabricator/manufacturer/facility name: N/A
Material Information
The concrete mix design number: SC590B39
The truck number from where the sample was collected: Truck or Ticket 1559039
The batch plant ticket number from where the sample was collected: Load 2
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 1
DIME Test ID: 2025-06-26-103-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/30/2025
Date Tested: 07/24/2025
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance: not applicable
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
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.03 in
|
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.76 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5910 psi
|
|
Maximum load on cylinder 1
|
75634 lb
|
|
Maximum load on cylinder 2
|
74944 lb
|
|
Maximum load on cylinder 3
|
75018 lb
|
|
Compressive strength of cylinder 1
|
5927.4 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5933.8 psi
|
|
Compressive strength of cylinder 3
|
5879.2 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
