Summary for Test 2026-04-18-24-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 995193
DEA: 07356604
EFIS: 0719000026
DIST-CO-RTE-PM07-LA-605-R10.2/20.2
Award Date04/04/2024
Closeout DateNot set
Work DescriptionLANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
QA Service Level1 (Verified on 10/03/2023)

Sample Information

Sample Taken Date04/18/2026 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing04/18/2026 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 byRobert
Last name of sampler or witnessed byAchuela Title of samplerMREA
Telephone number of sampler Laboratory sample identification26-1328, 26-1329, 26-1330
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Marietta
Transportation Laboratory (TL) Number041826 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 numberT35skRSLBC
The truck number from where the sample was collected3 The batch plant ticket number from where the sample was collected3
Concrete batch plant Martin Marietta 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: 2026-04-18-24
DIME Test ID: 2026-04-18-24-1
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: 2026-04-29

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: 04/25/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.01 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: 6.01 in
Maximum load on cylinder 1: 102879 lb
Maximum load on cylinder 2: 105354 lb
Maximum load on cylinder 3: 103473 lb
Maximum load on cylinder 4: 98545 lb
Maximum load on cylinder 5: 103078 lb
Maximum load on cylinder 6: 106089 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: 28.37 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: 28.37 in^2
Compressive strength of cylinder 1: 3626.3 psi
Compressive strength of cylinder 2: 3713.6 psi
Compressive strength of cylinder 3: 3647.3 psi
Compressive strength of cylinder 4: 3473.6 psi
Compressive strength of cylinder 5: 3633.3 psi
Compressive strength of cylinder 6: 3739.5 psi
Compressive strength (to nearest 10 psi): 3640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/29/2026 ✔