Summary for Test 2023-03-07-35-6

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date03/07/2023 Sample Unique Key35
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 testing03/09/2023
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes28 CY From where was the sample collectedFabricator
First name of sampler or witnessed byEdward Last name of sampler or witnessed bySandoval
Title of samplerQC Inspector Technician Telephone number of sampler
Laboratory sample identification121 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCoreslab Structures L.A., Inc. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier53-3104
Structure nameLiberty Canyon Wildlife Over Crossing

Material Information

Material TypeConcrete The concrete mix design number2251-1
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected87933-87934
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedQC Testing Area E. of Bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-03-07-35
DIME Test ID: 2023-03-07-35-6
Testing Lab: Coreslab
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-04-04

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Edward Sandoval
Date of test: 03/14/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 96262 lb
Maximum load on cylinder 2: 93118 lb
Maximum load on cylinder 3: 96028 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 7570 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/4/2023