Summary for Test 2022-02-03-40-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
| Award Date | 06/05/2021 |
| Closeout Date | Not set |
| Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
| Location Description | 101 freeway in Summerland, CA |
| QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
| Sample Taken Date | 02/03/2022 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/04/2022 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 100 cy |
| From where was the sample collected | Source | First name of sampler or witnessed by | Rickey |
| Last name of sampler or witnessed by | Guevara | 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 | AP Creek SB Approach Slabs | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 72F1S0Z |
|---|---|---|---|
| The truck number from where the sample was collected | 660 | The batch plant ticket number from where the sample was collected | 551697 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-02-03-40
DIME Test ID: 2022-02-03-40-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-03-04
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: 03/03/2022
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: 221690 lb
Maximum load on cylinder 2: 220410 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: 1.00
Correction factor for cylinder 2: 1.00
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): 7820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2022 ✔