Summary for Test 2026-04-01-50-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 1000777
DEA: 07370404
EFIS: 0720000128
DIST-CO-RTE-PM07-LA-5-R59.5/R73.7
Award Date02/06/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location DescriptionLOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
QA Service Level1 (Verified on 11/25/2024)

Sample Information

Sample Taken Date04/01/2026 Sample Unique Key50
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 testing04/02/2026
Sample typeAcceptance A brief description of the sample6x12 LCBRS cylinders
The quantity of what the sample constitutes130 CY From where was the sample collectedSupplier
First name of sampler or witnessed byArnold Last name of sampler or witnessed byTruong
Title of samplerMREA Telephone number of sampler
Laboratory sample identification26-077 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGEORGE TAROOP Transportation Laboratory (TL) Number040126AT
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 number2024 LCBRS
The truck number from where the sample was collected1 The batch plant ticket number from where the sample was collectedNA
Concrete batch plantNA The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2026-04-01-50
DIME Test ID: 2026-04-01-50-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-04-09

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 04/08/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 20091 lb
Maximum load on cylinder 2: 23566 lb
Maximum load on cylinder 3: 22251 lb
Maximum load on cylinder 4: 19608 lb
Maximum load on cylinder 5: 23052 lb
Maximum load on cylinder 6: 22098 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: 1.00
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 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: 28.27 in^2
Compressive strength of cylinder 1: 710.7 psi
Compressive strength of cylinder 2: 830.7 psi
Compressive strength of cylinder 3: 784.3 psi
Compressive strength of cylinder 4: 691.2 psi
Compressive strength of cylinder 5: 812.5 psi
Compressive strength of cylinder 6: 781.7 psi
Compressive strength (to nearest 10 psi): 770 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/9/2026