Summary for Test 2024-08-28-71-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 994654
DEA: 07313504
EFIS: 0715000090
DIST-CO-RTE-PM07-LA,VEN-1-37.7/62.9,0.0/0.9
Award Date07/20/2023
Closeout DateNot set
Work DescriptionREMOVE AND CONSTRUCT BRIDGE AND CULVERTS.
Location DescriptionLOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF TEMESCAL CANYON ROAD TO 0.1 MILE NORTH OF TONGA STREET
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date08/28/2024 Sample Unique Key71
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 testing08/30/2024
Sample typeProduction Start-Up 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 byG3 Last name of sampler or witnessed byQC
Title of samplerquality technician Telephone number of sampler
Laboratory sample identification24-211 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Transportation Laboratory (TL) Number082824
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 numberG3-19-CTSLCB-165
The truck number from where the sample was collected8 The batch plant ticket number from where the sample was collectedNA
Concrete batch plantSecurity Paving 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: 2024-08-28-71
DIME Test ID: 2024-08-28-71-1
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: 2024-09-09

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 09/04/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.02 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: 72721 lb
Maximum load on cylinder 2: 72627 lb
Maximum load on cylinder 3: 65316 lb
Maximum load on cylinder 4: 72756 lb
Maximum load on cylinder 5: 72053 lb
Maximum load on cylinder 6: 71269 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: 28.46 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: 2563.3 psi
Compressive strength of cylinder 2: 2560.0 psi
Compressive strength of cylinder 3: 2295.0 psi
Compressive strength of cylinder 4: 2564.5 psi
Compressive strength of cylinder 5: 2539.8 psi
Compressive strength of cylinder 6: 2512.1 psi
Compressive strength (to nearest 10 psi): 2510 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/9/2024