Summary for Test 2018-08-01-6-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213153 DEA: 044S7804 EFIS: 0400020145 |
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DIST-CO-RTE-PM | 04-MRN-1-24.7 |
Award Date | 04/26/2018 |
Closeout Date | 10/17/2019 |
Work Description | REPLACE EXISTING CULVERTS WITH 36' REINFORCED CONCRETE SLAB BRIDGE. |
Location Description | MARIN COUNTY NEAR OLEMA AT 1.8 MILES SOUTH OF SIR FRANCIS DRAKE BOULEVARD |
QA Service Level | 1 (Verified on 06/12/2018) |
Sample Information
Sample Taken Date | 08/01/2018 | Sample Unique Key | 6 |
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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 | 08/03/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 18cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Pak | Last name of sampler or witnessed by | marr |
Title of sampler | Assistant SR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Olema |
Material Information
Material Type | Concrete | The concrete mix design number | 3172GG |
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The truck number from where the sample was collected | 1432 | The batch plant ticket number from where the sample was collected | 466560 |
Concrete batch plant | Shamrock | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | Abut 1 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-08-01-6
DIME Test ID: 2018-08-01-6-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-08-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/07/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 121859 lb
Maximum load on cylinder 2: 101226 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: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4281.8 psi
Compressive strength of cylinder 2: 3568.1 psi
Compressive strength (to nearest 10 psi): 3920 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 8/7/2018 ✔