Print Report | Back to Sample Detail

Sample Record for 2025-05-30-44

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Work Description: PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location Description: LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91335
Resident Engineer: Martin Oregel Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2025-05-30-44
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: 05/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2025
The quantity of what the sample constitutes: 10 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-1719-1720-1721
Structure unique identifier:
Structure name: LA/NB605 MVP 25 Firestone off ramp STA: 112+90
The fabricator/manufacturer/facility name: N/A

Material Information

The concrete mix design number: 53203
The truck number from where the sample was collected: Truck 0420
The batch plant ticket number from where the sample was collected: Load 1
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-05-30-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2025
Date Tested: 06/06/2025
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:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.97 in
Average diameter of cylinder 3 5.97 in
Average diameter of cylinder 4 5.97 in
Average diameter of cylinder 5 5.97 in
Average diameter of cylinder 6 5.97 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 27.99 in^2
Cross sectional area of cylinder 3 27.99 in^2
Cross sectional area of cylinder 4 27.99 in^2
Cross sectional area of cylinder 5 27.99 in^2
Cross sectional area of cylinder 6 27.99 in^2
Compressive strength (to nearest 10 psi) 700 psi
Maximum load on cylinder 1 19862 lb
Maximum load on cylinder 2 19148 lb
Maximum load on cylinder 3 19761 lb
Maximum load on cylinder 4 18878 lb
Maximum load on cylinder 5 19319 lb
Maximum load on cylinder 6 20059 lb
Compressive strength of cylinder 1 709.6 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 684.1 psi
Compressive strength of cylinder 3 706 psi
Compressive strength of cylinder 4 674.5 psi
Compressive strength of cylinder 5 690.2 psi
Compressive strength of cylinder 6 716.6 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data0 hours