Summary for Test 2022-04-13-50-4

Test performed: ASTM C39-21
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 209820
DEA: 04297634
EFIS: 0415000040
COOP: 042548
DIST-CO-RTE-PM04-ALA-84,680-17.9/21
Award Date02/19/2021
Closeout DateNot set
Work DescriptionROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location DescriptionALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level1 (Verified on 11/04/2019)

Sample Information

Sample Taken Date04/13/2022 Sample Unique Key50
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 testing04/13/2022
Sample typeQuality Control A brief description of the sampleASTM
The quantity of what the sample constitutes8 cylinders From where was the sample collectedManufacturer
First name of sampler or witnessed byRuss Last name of sampler or witnessed byFisher
Title of sampler Telephone number of sampler17604476746
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameReinforced Earth Co Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberCT675F25
The truck number from where the sample was collected267 The batch plant ticket number from where the sample was collected629404
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedORO GRANDE Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-04-13-50
DIME Test ID: 2022-04-13-50-4
Testing Lab: Reinforced Earth Co
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-05-02

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Russell Fisher
Date of test: 04/20/2022
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 4380 lb
Maximum load on cylinder 2: 4190 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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: 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):4285 psi
Serial number of delivery ticket, if available:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/2/2022

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.