Test 2021-08-30-52-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
DIST-CO-RTE-PM05-SB-101-4.4/R7.7
Work DescriptionConstruct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
Sample Information
Sample Taken Date8/30/2021 Sample Unique Key52
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 testing9/7/2021
Sample typeQuality Control A brief description of the samplePCC
The quantity of what the sample constitutes3 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byErik Last name of sampler or witnessed byJimenez
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHanson-Goleta Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number7521H0P
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected549535
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCIDH Piles Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-30-52
DIME Test ID: 2021-08-30-52-1
Testing Lab: Sequoia Consultant
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-28
Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Hector De La Torre
Date of test: 09/27/2021
Average diameter of cylinder 1: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 167690 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi):5900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/28/2021