Summary for Test 2021-04-06-13-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date04/06/2021 Sample Unique Key13
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 testing04/08/2021
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byoluoha
Title of samplerQA Inspector Telephone number of sampler
Laboratory sample identification1015-6 Linked DIME Sample ID
The fabricator/manufacturer/facility namecemex Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRW 1126 footing

Material Information

Material TypeConcrete The concrete mix design number1906-23
The truck number from where the sample was collected10070483 The batch plant ticket number from where the sample was collected41424373
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected10EB Sta 13 60 RW 1126 Footing Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-04-06-13
DIME Test ID: 2021-04-06-13-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-21

Test Results


Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/13/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 5.98 in
Maximum load on cylinder 1: 106345 lb
Maximum load on cylinder 2: 108510 lb
Maximum load on cylinder 3: 106915 lb
Maximum load on cylinder 4: 112425 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 28.09 in^2
Compressive strength of cylinder 1: 3785.9 psi
Compressive strength of cylinder 2: 3876.7 psi
Compressive strength of cylinder 3: 3806.2 psi
Compressive strength of cylinder 4: 4002.3 psi
Compressive strength (to nearest 10 psi):3870 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/21/2021