Summary for Test 2024-06-04-125-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date06/04/2024 Sample Unique Key125
Date that the sample was received by the laboratory/organization performing the testing06/05/2024 Sample typeQuality Assurance
A brief description of the sampleLCB-RS Cylinders The quantity of what the sample constitutes3 CY
From where was the sample collectedJob Site First name of sampler or witnessed byManuel
Last name of sampler or witnessed byUy Title of sampler
Telephone number of sampler Laboratory sample identification24-1327, 24-1328, 24-1329
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-EHI (LCB-RS)
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected16
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-06-04-125
DIME Test ID: 2024-06-04-125-1
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: 2024-07-24

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Alberto Pineda-Gonzalez
Date of test: 06/11/2024
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: 83409 lb
Maximum load on cylinder 2: 82398 lb
Maximum load on cylinder 3: 82339 lb
Maximum load on cylinder 4: 81877 lb
Maximum load on cylinder 5: 77150 lb
Maximum load on cylinder 6: 80111 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 5
Type of fracture pattern of cylinder 6: 5
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: 27.81 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: 2999.2 psi
Compressive strength of cylinder 2: 2962.9 psi
Compressive strength of cylinder 3: 2960.8 psi
Compressive strength of cylinder 4: 2944.2 psi
Compressive strength of cylinder 5: 2774.2 psi
Compressive strength of cylinder 6: 2880.7 psi
Compressive strength (to nearest 10 psi): 2920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/24/2024