Summary for Test 2023-12-14-36-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 993781
DEA: 07322404
EFIS: 0716000055
DIST-CO-RTE-PM07-LA-134-R12.6,R12.9
Award Date08/03/2022
Closeout Date03/13/2025
Work DescriptionREMOVE BRIDGE RAILING AND PLACE CONCRETE BARRIER.
Location DescriptionLOS ANGELES COUNTY IN PASADENA AT ARROYO SECO BRIDGE AND AT THE ORANGE GROVE BOULEVARD ON-RAMP OVERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date12/14/2023 Sample Unique Key36
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 testing12/15/2023
Sample typeDepartment Acceptance A brief description of the sample4X8 PCC cylinders
The quantity of what the sample constitutes130 CY From where was the sample collectedJob Site
First name of sampler or witnessed byRyan Last name of sampler or witnessed byVantine
Title of samplerTET Telephone number of sampler
Laboratory sample identification23-627 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number07-322404-02
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 number1610837
The truck number from where the sample was collected10076176 The batch plant ticket number from where the sample was collected20803
Concrete batch plantCemex 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: 2023-12-14-36
DIME Test ID: 2023-12-14-36-1
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: 2023-12-21

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 12/21/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 60665 lb
Maximum load on cylinder 2: 63281 lb
Maximum load on cylinder 3: 60691 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
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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4803.2 psi
Compressive strength of cylinder 2: 4959.3 psi
Compressive strength of cylinder 3: 4805.3 psi
Compressive strength (to nearest 10 psi): 4860 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/21/2023