Summary for Test 2019-10-14-11-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213702 DEA: 041G4304 EFIS: 0412000126 |
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DIST-CO-RTE-PM | 04-NAP-128-R7.4 |
Award Date | 03/29/2019 |
Closeout Date | 12/08/2022 |
Work Description | REPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP |
Location Description | NAPA COUNTY NEAR SAINT HELENA AT CONN CREEK |
QA Service Level | 1 (Verified on 07/29/2019) |
Sample Information
Sample Taken Date | 10/14/2019 | Sample Unique Key | 11 |
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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 | 10/17/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Gamal | Last name of sampler or witnessed by | Abu Shaban |
Title of sampler | Unknown | Telephone number of sampler | 510-867-4517 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Harold Smith and Sons | Transportation Laboratory (TL) Number | 28 - Napa |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 21-0115 |
Structure name | Conn Creek Bridge Pier 2 Stage 1 Column to Bent Cap |
Material Information
Material Type | Concrete | The concrete mix design number | CT 1 |
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The truck number from where the sample was collected | 1127 | The batch plant ticket number from where the sample was collected | 157324 |
Concrete batch plant | Harold Smith St Helena | The fabricator/manufacturer designation for the sample | Harold Smith |
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-10-14-11
DIME Test ID: 2019-10-14-11-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-10-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK
Date of test: 10/28/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 133402 lb
Maximum load on cylinder 2: 137134 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 14 days
Cross sectional area of cylinder 1: 28.26 in^2
Cross sectional area of cylinder 2: 28.26 in^2
Compressive strength of cylinder 1: 4720.5 psi
Compressive strength of cylinder 2: 4852.6 psi
Compressive strength (to nearest 10 psi): 4790 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 10/28/2019 ✔