Summary for Test 2026-02-05-31-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214649
DEA: 07316004
EFIS: 0715000194
DIST-CO-RTE-PM07-LA-14-60.70
Award Date02/07/2023
Closeout DateNot set
Work DescriptionREHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location DescriptionROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
QA Service Level1 (Verified on 01/29/2020)

Sample Information

Sample Taken Date02/05/2026 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing02/06/2026 Sample typeAcceptance
A brief description of the sample6x12 LCB cylinders The quantity of what the sample constitutes130 CY
From where was the sample collectedJob Site First name of sampler or witnessed byRosauro
Last name of sampler or witnessed byNogoy Title of samplerTEC
Telephone number of sampler Laboratory sample identification26-0471, 26-0472, 26-0473
Linked DIME Sample ID The fabricator/manufacturer/facility nameATKINSON CONSTRUCTION
Transportation Laboratory (TL) Number03121956 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 number12622-LCB-1
The truck number from where the sample was collected6 The batch plant ticket number from where the sample was collected6
Concrete batch plant 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: 2026-02-05-31
DIME Test ID: 2026-02-05-31-1
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: 2026-02-13

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: 02/12/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 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: 6.02 in
Maximum load on cylinder 1: 25079 lb
Maximum load on cylinder 2: 25743 lb
Maximum load on cylinder 3: 24108 lb
Maximum load on cylinder 4: 24523 lb
Maximum load on cylinder 5: 25291 lb
Maximum load on cylinder 6: 24728 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 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: 28.46 in^2
Compressive strength of cylinder 1: 881.2 psi
Compressive strength of cylinder 2: 904.5 psi
Compressive strength of cylinder 3: 849.8 psi
Compressive strength of cylinder 4: 864.4 psi
Compressive strength of cylinder 5: 891.5 psi
Compressive strength of cylinder 6: 868.9 psi
Compressive strength (to nearest 10 psi): 880 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/13/2026 ✔