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Sample Record for 2024-08-28-71

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

Project Information

Project ID: 994654 DEA: 07313504 EFIS: 0715000090 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-1-37.7/62.9,0.0/0.9
Work Description: REMOVE AND CONSTRUCT BRIDGE AND CULVERTS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF TEMESCAL CANYON ROAD TO 0.1 MILE NORTH OF TONGA STREET
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Dan Leon Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2024-08-28-71
TL Number from the TL Form: 082824
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Production Start-Up
Type of Material: Concrete
Sample Taken Date: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-211
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving

Material Information

The concrete mix design number: G3-19-CTSLCB-165
The truck number from where the sample was collected: 8
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Security Paving
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
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: 2024-08-28-71-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/09/2024
Date Tested: 09/04/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.02 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.46 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.37 in^2
Compressive strength (to nearest 10 psi) 2510 psi
Maximum load on cylinder 1 72721 lb
Maximum load on cylinder 2 72627 lb
Maximum load on cylinder 3 65316 lb
Maximum load on cylinder 4 72756 lb
Maximum load on cylinder 5 72053 lb
Maximum load on cylinder 6 71269 lb
Compressive strength of cylinder 1 2563.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2560.0 psi
Compressive strength of cylinder 3 2295 psi
Compressive strength of cylinder 4 2564.5 psi
Compressive strength of cylinder 5 2539.8 psi
Compressive strength of cylinder 6 2512.1 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 2
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