Summary for Test 2024-06-08-13-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994966
DEA: 073255U4
EFIS: 0722000129
DIST-CO-RTE-PM07-LA-605-20.2/26
Award Date04/12/2023
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/08/2024 Sample Unique Key13
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 testing06/08/2024
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 collectedSource
First name of sampler or witnessed byAlberto Last name of sampler or witnessed byPineda-Gonzalez
Title of sampler Telephone number of sampler
Laboratory sample identification24-1415-1416-1417 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

Material Information

Material TypeConcrete The concrete mix design numberCTS-30-EHI LCB-RS
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected15
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: 2024-06-08-13
DIME Test ID: 2024-06-08-13-1
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: 2024-08-07

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: SoCal Reports
Date of test: 06/16/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 5.95 in
Average diameter of cylinder 4: 5.95 in
Average diameter of cylinder 5: 5.95 in
Average diameter of cylinder 6: 5.95 in
Maximum load on cylinder 1: 69631 lb
Maximum load on cylinder 2: 68403 lb
Maximum load on cylinder 3: 66768 lb
Maximum load on cylinder 4: 67494 lb
Maximum load on cylinder 5: 67992 lb
Maximum load on cylinder 6: 69805 lb
Type of fracture pattern of cylinder 1: 2
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: 0 hours
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Cross sectional area of cylinder 3: 27.81 in^2
Cross sectional area of cylinder 4: 27.81 in^2
Cross sectional area of cylinder 5: 27.81 in^2
Cross sectional area of cylinder 6: 27.81 in^2
Compressive strength of cylinder 1: 2503.8 psi
Compressive strength of cylinder 2: 2459.7 psi
Compressive strength of cylinder 3: 2400.9 psi
Compressive strength of cylinder 4: 2427 psi
Compressive strength of cylinder 5: 2444.9 psi
Compressive strength of cylinder 6: 2510.1 psi
Compressive strength (to nearest 10 psi): 2460 psi
General comments (publicly viewable) (Max 1000 characters): Log #'s - 24/1415-1416-1417

Test was verified on 8/7/2024