Summary for Test 2023-11-04-45-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994962
DEA: 07357304
EFIS: 0719000062
DIST-CO-RTE-PM07-LA-5-6.6/13.1
Award Date04/27/2023
Closeout DateNot set
Work DescriptionREPLACE CONCRETE SLABS AND MEDIAN BARRIER,
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS, DOWNEY AND CITY OF COMMERCE FROM 0.2 MILE SOUTH OF ROUTE 5/605 SEPARATION TO 0.1 MILE NORT
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date11/04/2023 Sample Unique Key45
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/04/2023
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes10 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed byFernando Last name of sampler or witnessed byCarranza
Title of sampler Telephone number of sampler
Laboratory sample identification23-1900 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberCTS-30-EH
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected19
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedwheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-11-04-45
DIME Test ID: 2023-11-04-45-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-02-27

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 11/11/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Average diameter of cylinder 3: 5.95 in
Average diameter of cylinder 4: 5.96 in
Average diameter of cylinder 5: 5.96 in
Average diameter of cylinder 6: 5.96 in
Maximum load on cylinder 1: 228242 lb
Maximum load on cylinder 2: 226786 lb
Maximum load on cylinder 3: 229578 lb
Maximum load on cylinder 4: 226544 lb
Maximum load on cylinder 5: 224068 lb
Maximum load on cylinder 6: 225113 lb
Type of fracture pattern of cylinder 1: 2
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Cross sectional area of cylinder 3: 27.81 in^2
Cross sectional area of cylinder 4: 27.9 in^2
Cross sectional area of cylinder 5: 27.9 in^2
Cross sectional area of cylinder 6: 27.9 in^2
Compressive strength of cylinder 1: 8180.7 psi
Compressive strength of cylinder 2: 8128.5 psi
Compressive strength of cylinder 3: 8255.2 psi
Compressive strength of cylinder 4: 8119.9 psi
Compressive strength of cylinder 5: 8031.1 psi
Compressive strength of cylinder 6: 8068.6 psi
Compressive strength (to nearest 10 psi): 8130 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/27/2024