Summary for Test 2020-06-20-1-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
Award Date | Not set |
Closeout Date | 09/27/2022 |
Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
Sample Taken Date | 06/20/2020 | Sample Unique Key | 1 |
---|---|---|---|
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 | 06/22/2020 |
Sample type | Quality Control | A brief description of the sample | 6x12 cylinder |
The quantity of what the sample constitutes | 1 days production | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Buckley |
Title of sampler | QC Manager | Telephone number of sampler | 916-716-3405 |
Laboratory sample identification | 6-20 Box | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Forterra Pipe and Precast, Florin Rd | Transportation Laboratory (TL) Number | na |
Inspector Lot Number from the Transportation Laboratory (TL) Form | na | Structure unique identifier | 36-0000 |
Structure name | HWY 101 4A Carpinteria Project |
Material Information
Material Type | Concrete | The concrete mix design number | 5H |
---|---|---|---|
The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 2 |
Concrete batch plant | Forterra Florin Rd | The fabricator/manufacturer designation for the sample | Batch |
A detailed description of where the material sample was collected | conveyor belt | Where the material sample would have been placed if not sampled | RCBC |
From Lot No. | NA | Bag Lot No. | NA |
Test Details
DIME Sample ID: 2020-06-20-1
DIME Test ID: 2020-06-20-1-3
Testing Lab: Rinker Materials
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Joe Buckley
Date of test: 07/18/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 183520 lb
Maximum load on cylinder 2: 192230 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: 672 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): 6650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2020 ✔