Summary for Test 2021-09-15-48-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
DIST-CO-RTE-PM05-SB-101-1.4/4.8
Award DateNot set
Closeout DateNot set
Work DescriptionSegment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location DescriptionCARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
QA Service Level1 (Verified on 03/09/2020)

Sample Information

Sample Taken Date09/15/2021 Sample Unique Key48
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 testing09/15/2021
Sample typeQuality Control A brief description of the sampleCT 675C+F25% 1" HR/HS/SRA0
The quantity of what the sample constitutes3 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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 number72F1S0Z
The truck number from where the sample was collected514D The batch plant ticket number from where the sample was collected549771
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedNB Hwy 101 Franklin Bridge Deck Stage 3 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-09-15-48
DIME Test ID: 2021-09-15-48-2
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2021-10-13

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tim Reyes
Date of test: 09/15/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 132580 lb
Type of fracture pattern of cylinder 1: 5
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):6540 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2021