Summary for Test 2022-02-17-40-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
Award Date | 10/22/2020 |
Closeout Date | 12/11/2023 |
Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
Sample Taken Date | 02/17/2022 | Sample Unique Key | 40 |
---|---|---|---|
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 testing | 02/18/2022 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 1 per 100 cy | From where was the sample collected | Source |
First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | Reyes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson Goleta | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Ortega Hill TPW |
Material Information
Material Type | Concrete | The concrete mix design number | 725A1Z0P |
---|---|---|---|
The truck number from where the sample was collected | 550 | The batch plant ticket number from where the sample was collected | 551907 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | CHUTE OF TRUCK | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-02-17-40
DIME Test ID: 2022-02-17-40-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-03-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Julio Lugo
Date of test: 03/17/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 182840 lb
Maximum load on cylinder 2: 181790 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6450 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2022 ✔